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1026 E. 1st Street
Address: 1026E 1St Street PREPARED 8/18/16, 15:54:13 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/18/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1026 E 1ST ST SUBDIV: CONTRACTOR TAYLOR MADE CONSTRUCTION LLC PHONE (360) 460-4271 OWNER PETERSEN EDNA G PHONE PARCEL 06-30-00-6-2-0200-0000- APPL NUMBER: 14-00001136 COMM REMODEL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ warren January 30, 2015 3:34:12 PM jlierly. Front entry canopy supports/jll BL3 04 2/25/15 JLL BLDG FRAMING - 2/25/15 AP February 25, 2015 8:42:36 AM pbarthol. Warren 460-4271 Entry framing February 25, 2015 4:35:51 PM jlierly. BL99 01 5/14/15 JLL BLDG FINAL 5/14/15 DA May 14, 2015 8:48:05 AM jlierly. . May 14, 2015 4:18:35 PM jlierly. ADA parking space signs required/ tactile ada bathroom signs reqd/ Complete grab bars in ADA restrooms/ occupant load signage for main area and banquet area/ Sign on main door " This door shall remain unlocked during business hours" / attach Roll stop device or chain appliances with wheels that are LPG supplied/jll Temp Co for 30 days approved on this date/jll BL99 02 8/Vl J BLDG FINAL � August 18, 2016 3:57:16 PM jlierly. Ila Called owner Warren and explained that a the formality of signing off for final inspection was not completed. jll -------------------------------------- COMMENTS AND NOTES ------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number 14-00001136 Date 10/14/14 Application pin number . . . 634848 Property Address . . . . . . 1026 E 1ST ST ASSESSOR PARCEL NUMBER: 06-30-00-6-2-0200-0000- 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 . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 330000 (Location Code 0502 ---------------------------------------------------------------------------- Application desc tenant improvement remodel for restaurant ---------------------------------------------------------------------------- Owner Contractor PETERSEN EDNA G TAYLOR MADE CONSTRUCTION LLC PO BOX 1718 1820 E WOODHAVEN LN PORT ANGELES WA 983620087 PORT ANGELES WA 98362 per' (360) 460-4271 k�T ----------------------------------------------------------------------------- 4` Permit . . . . BUILDING PERMIT COMMERCIAL Additional desc . . 1� Permit Fee . . . . 2308.25 Plan Check Fee 1.500.36 Issue Date . . . . 10/14/14 Valuation . . . . 330000 Expiration Date 4/12/15 Qty Unit Charge Per Extension BASE FEE 1020.25 e ^ 230.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 1288.00 yell ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT 1 Additional desc . . TI MECHANICAL FOR RESTAURANT Permit Fee . . . . 92.60 Plan Check Fee .00 Issue Date . . . . 10/14/14 Valuation . . . 0 Expiration Date . . 4/1.2/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 2.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 21.30 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . TI FOR RESTAURANT Permit Fee . . . . 177.00 Plan Check Fee .00 Issue Date . . . . 10/14/14 Valuation . . . . 0 Expiration Date 4/12/15 Qty Unit Charge Per Extension BASE FEE 50.00 4.00 7.0000 EA PL-PLUMBING TRAP 28.00 4.00 7.0000 EA PL-WATER LINE 28.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 1.00 15.0000 EA PL-SEWER LINE 15.00 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. i fajq !.yYG% 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 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES I Q09 DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001136 Date 10/14/14 Application pin number 634848 Qty Unit Charge Per Extension REPORT SALES TAX 2.00 7.0000 EA PL-WATER HEATER 14.00 on your state excise tax form 2.00 7.0000 EA PL-IND WASTE PRETREAT INTRCPTR 14.00 to the City of Port Angeles --------------------------------------------------------------------------- Special Notes and Comments (Location Code 0502) September 25, 2014 1:17:27 PM tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. ELECTRICAL SERVICE SHALL BE COMBINED TO ONE FOR EACH OF THE TWO SPACES. LOAD CALCULATIONS WILL BE REQUIRED. BASED OFF LOAD CALCULATIONS IF REQUIRED AT THE OWNERS EXPENSE THE TRANSFORMER FEEDING THE BUILDING MAY NEED TO BE UPGRADED. September 25, 2014 1:06:11 PM rbecker. You will need to install a double check valve assembly, for your lawn sprinkler system: (— , If your fire system is a closed system, you will need to install a double check valve assembly. If the fire system is an open system, you do not need to install a backflow. If you are installing a soda dispenser, you will need to install a reduced pressure backflow assembly. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or E-mail: rbecker@cityofpa.us 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. This project will require a seperate permit and fire alarm plans for review. A KNOX locking keybox will be required. Contact the Fire Department at 360-417-4653 for KNOX keybox ordering information and mounting location. Labeling is required for doors leading to spaces containing fire alarm control panels and fire sprinkler risers. This project will require seperate permit and fire sprinkler plans for review. -T--This project will require a seperate permit and hood and duct suppression system plans for review. A full suppression system test will be required. September 25, 2014 3:25:07 PM sroberds. Change of use and remodel from office to restaurant/bar use in the CA zone. No land use issues anticipated. 1) From the application it appears no upgrade to the parking lot surface will be made. Standard Stormwater Comments for temporary erosion control. This includes 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, 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 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 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:Form s/Building Division/Building Permit CITY OF PORT ANGELES ®moi DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001136 Date 10/14/14 Application pin number . . . 634848 --------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments concrete wash out, exposed aggregate processes, concrete on your state excise tax form grinding and saw cut waste water. to the City of Port Angeles 7. Maintain temporary and permanent erosion control BMPS during project. (Location Node 0502) No downspouts shall be connected to sanitary sewer. /MUST VERIFY WHERE CURRENT DOWNSPOUTS DRAIN.- Any connection to the sanitary sewer must be disconnected. Fire line hot tap to be performed by City approved contractor. 24 hour advanced notification for City to witness hot tap at 360 417-4831. Fire line requires detector check meter to be installed at property line, per PAMC chapter 13.32.110 - F 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_i- Notify Public Works Engineering 24 hours in advance of start work. Public Works inspection_ request line @ (360)417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2577.85 2577.85 .00 .00 Plan Check Total 1500.36 1500.36 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 4082.71 4082.71 .00 .00 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. 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 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 r i. 3 t 4• r m i xa. I HE For CITY OF s 4 _ L/��. ( Use Permit# W A S H I N G T .O N. U. S. Date Received: / qlolz.114 321 E 51b Street Date Approvedi :7 Port Angeles,WA 9836 i ; , P:360-417-4817 F:360-417.4711 Email:permitsCalcitvofpa.us BUILDING PERMIT APPLICATION Project Address: 102,6 Cis Phone: hobo �- �/Z� Prima Contact: �c �— �. c��--- Email: %���o✓ ���J ��c�� Phone e/S 7— S-) 02 Property MailingAddres Email Owner Z �rZ S State i /Q� ZipAe 2-,36G C77 ` LLL Phone 36 �� �6U Contractor Ad ress Email Information Ci0, 1j dx tY�lr��T--- /� r G� G 2_ State G zipm&'- Contractor License# C—qS/ r Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) c�G jvc�d�2�Zc7 0 $ '3 '3 U� Residential ❑ 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 Other ❑ Will afire sprinklers stem be installed Irrigation System? Prop ;,, a Bthr oms Proposed Bedrooms or modified? Yes No ❑ Yes No ❑ . .�f. Project Description � l4e , '446 c4 `" �- Is project in a Flood Zone: Yes ❑ N90 Flood Zone 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Sienature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss 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 coverage=lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage=lot size) 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 # q Fuel gas piping #of Outlets: Water Heater # .Z_ Medical gas piping #of Outlets: Water Line . # Plumbing Vent piping # Sewer Line # e Industrial waste pretreatment r interceptor Grease Trap) Size Other describe T.\Rim nuum ADDi IrATvnrj CADuF r..—nt RP Annlirotinn\Ruildina Pormit A.1 7.1 Z rinry �fim CIVIL ENGINEERING t MI URVM' „ 301 East 6th Street,Suite 1 Port Angeles,Washington 98362 I N C O R P O R A T E D (360)417-0501 Fax(360)417-0514 E-mail:zenovic@olympus.net October 9, 2014 Mr. Jim Lierly City of Port Angeles Department of Community Development 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: 1026 E. First Street, Port Angeles, Washington Dear Mr. Lierly: This office has reviewed the plans and information provided by Taylor Made Construction for the conversion of a portion of the building to a restaurant/bar with a majority of the upper floor remaining as storage space. I, Tracy Gudgel, P.E. will be serving as engineer of record for the project and will be reviewing all submittal documents. This office has also performed a structural analysis for the removal of a portion of the second floor and has also designed seismic upgrades for the lower level of the building which is being converted from office space to the restaurant/bar. Plans are being provided by this office for these items as well as the new entry areas of the building. It is my understanding that Mr. Taylor is working with you and the fire marshal to sort out some remaining issues related to the fire sprinkler system and fire separation requirements. Following is a list of items which will be deferred submittals: - Mechanical ventilation system for the kitchen equipment - Pizza oven submittals including ventilation requirements - Fire sprinkler and alarm systems Please call me if you have any further questions on this matter. Sincerely, Tracy Gudgel, P.E. Fc: JN 14214 All Cc: Taylor Made Construction z'► F61- real: IW 9 H ---------------------------------------------------------------- ---- SITE PLAN -------_ ..�, ..y.p j rr.oy ul.rm m j `4.W..p w.r Y rally t mw:LLm.r I W.1-i.."'.:.:�.LL. 1 rlpi.s .-I -------------------—---------------------------------------------------------------------------------- Patrick Bartholick From: Nathan West Sent: Sunday, October 12, 2014 1:44 PM To: Ken Dubuc Cc: James Lierly; Patrick Bartholick Subject: RE: 1026 East First Ken, Based on the findings you have noted in your email below, I fully concur with your conclusion. As Building Official I am satisfied with this conclusion being provided to the applicant as an acceptable approach along with the recommended mitigating measures. Thanks Nathan Nathan A. West, AICP Director Community& Economic Development City of Port Angeles 360-417-4751 www.cityofpa.us From: Ken Dubuc Sent: Thursday, October 09, 2014 4:42 PM To: Nathan West; James Lierly; Patrick Bartholick Cc: Ken Dubuc Subject: 1026 East First Nathan, The Fire Department has been approached by the contractor working on the remodel of the structure located at 1026 East First Street. The contractor is installing a fire sprinkler system in this existing structure, however he has asked that we review the requirement that the fire sprinkler system be extended into the exterior canopy that is attached to the building. There are significant practical issues with providing a sprinkler system to protect this canopy. If a system is installed, it will likely have to be an anti-freeze system, which can be problematic over the long term from a maintenance and reliability standpoint. It is questionable as to whether the protection provided for this canopy will positively impact the safety of this occupancy to a degree that justifies the installation of this separate sprinkler system. This is an existing structure, and the only requirement for the addition of the sprinkler system is to meet the intent to protect occupants due to change of occupancy requirements. A number of design I features in the canopy itself, coupled with some mitigating measures should effectively meet the intent through alternate methods and materials. Existing Conditions The canopy is attached to a non-combustible CMU wall. A fire in the canopy itself would have no way to extend into the interior of the structure. The canopy is supported with heavy timber construction. It is not a typical canopy that is cantilevered or supported with cables or tensioned rods. This particular canopy has multiple points of attachment and support, which, under worst-case scenario fire conditions, would help keep the canopy from collapsing prematurely. Per the International Existing Building Code, both the means of egress requirements and the exterior wall fire resistance ratings are within the same relative hazard category for both the proposed (Assembly) and the previous (Business) occupancies, which essentially means that for egress the Code does not consider one occupancy to be more hazardous than the other, regardless of whether sprinkler protection is in place. The overall structure, although not an Assembly, was split into different businesses and did have the potential for up to 100 occupants at any time. This condition has existed for decades, and the building did not have a fire sprinkler system or a fire alarm system. The proposed occupancy is an Assembly Occupancy, however it will be protected with fire sprinklers and a fire alarm system. The overall safety of the structure is being increased significantly. Proposed Mitigating Measures The underside of the canopy will be protected with a non-combustible surface, such as hardi panels. Heat detectors will be installed under the canopy. The heat detectors will be tied in to the building fire alarm system, providing advanced notification to the occupants in the event of a fire under the canopy. Heat detectors can be set to activate a temperature lower than that of a sprinkler head,providing earlier notice to building occupants, allowing for quicker egress. The underside of the canopy will be broken up into "pockets"with the use of draft stops. This will serve to trap heat for more effective detector operation, and to prevent lateral plume spread under the canopy. No combustible storage will be allowed under the canopy. Parking space curb stops can be moved farther away from the building, keeping vehicles farther from the canopy. The possibility of a vehicle fire extending to the area under the canopy can be reduced. An additional exit will be provided on the east side of the building. This exit will allow occupants to exit the building without having to pass under any portion of the canopy. 2 Any and all penetrations into the canopy from inside the building will be fire caulked. Based upon all of the considerations listed—both the existing conditions and the proposed mitigation measures —in this particular case, there is reasonable cause to believe that omission of the sprinkler system in the canopy will not pose an increased hazard to the safety of the occupants or the protection of the structure. It is important to note that this determination is not based upon a financial consideration. It will in fact likely be more expensive to accomplish these mitigation measures than it would be to install the sprinklers. The intent is to provide an alternative that does not negatively impact safety through a means that is less problematic. This conclusion regarding this option with the sprinkler system has been corroborated by the fire sprinkler contractor —Fire Protection Northwest. 3 Taylor Made Construction, LLC Date:October 7, 2014 To:Jim Lierly,City of Port Angeles Building Official From:Warren L Taylor,owner,Taylor Made Construction, LLC Lic#taylomc951BE Regarding fire separation requirements for change of occupancy. Location: 1026 E First Street, Port Angeles,WA 98362 Jim, Per our conversation, I have looked into the fire separation requirements for the project at the above listed address. After researching the 2012 IBC,the NFC,and the NDS, I have come up with the following proposal: To achieve the Two hour separation between occupancies regarding the interior walls,separating the high ceiling room from the storage area on the South and West side,where the spaces share a vertical wall,the compliance method in the 2012 IBC is listed in table 721.1(2) number 15-1.16. This method has 2x6 studs, 16"o.c.,wall cavities between studs shall be filled with mineral wool insulation,and a double layer of 5/8 type x shall be applied to both sides of the wall, installed and fire taped as described. Per 718.2.1.1,where mineral wool is used to fill a cavity, it can be considered an alternative to the 10' fire blocking rule for stud bays. To achieve the Two hour separation between occupancies regarding the horizontal assembly between floors,the attached drawing and description of the assembly is submitted in addition to the information found in the IBC and NDS. In the table for assemblies in the IBC,there was no match for the existing structure to use as a guideline. I contacted the American Wood Council,who advises the International Building Code Council on types of assemblies,and fire ratings of materials. They referred me to The 2012 NDS, page 150,chapter 16.2, design procedures for wood components. This states that the nominal fire rating of one hour per 1.5 inches of solid sawn or glue lam wood members is commonly assumed. This along with prescriptive ratings for components of our existing assembly,can be used to reach our target of Two hours. See the attached diagram and table. The AWC spoke with me on the telephone and mentioned that while it would be impractical to list all the possible assemblies for ratings in the IBC,they have derived the NDS to supplement the code, and it is referenced as the standard in the building codes to be followed or"interpreted" per the local building official. Please contact me with any questions regarding this matter. Sincerely, Warren L.Taylor Floor/Ceiling Fire Separation Diagram not to scale Item description Rating (min) code or ref. r1lem 1,) 2x6 DF TO Car Decking, perpedicular to joists 2.) 2x12 DF SelStructural joists, I6"o.c. (typ) r-19 fiberglass insulation (existing) 3.) r-1s Mineral wonl, 5-1/z° 1Doug Fir 2x6 Car decking 60 NDS 2012:16. 2 4.) Support Beam, 10"x14" DF Heavy Timber End View (north-south) Typical 2 Doug Fir Joists @16"o. c. 10 IBC 2012: 722. 6. 2(2) 2x6 DF TO Car Decking, perpedieular to joists 3 Mineral Wool insulation 15 IBC 2012: 722. 6. 2 2x12 DF Sel Structural joists, 16"o.c. (typ) Item 5.) 5/8 Type X GWB, Joints taped & Finished (typ) 4 GWB 5/8 Type X 40 IBC 2012: 722. 6. 2 (1) � Support Beam, 10°x14" DF Heavy Timber 5 Total 125 Target: 120 Side View (east-west) Typical Proposed Fire Separation Assembly: Remodel : 1026 East First Street Port Angeles, WA 98362 i 7 i ANSI/AWC NDS-2012 Approval Date: August 15, 2011 t. ma A" D/ LRFD Ab nD I w4KV8&4k.- t ��,sam�a"Naum+alS�a ., �p � r i t I I i National Design Specification* ' for Wood Construction i` 1404 i� i 4 I i 2012 EDITION AMERICAN WOOD COUNCIL Copyright C 2011 American Wood Council IN 16.1 General Chapter 16 establishes general fire design provi- specified herein. Reference design values and specific sions that apply to all wood structural members and design provisions applicable to particular wood prod- connections covered under this Specification, unless ucts or connections to be used with the provisions of otherwise noted. Each wood member or connection this Chapter are given in other Chapters of this Specifi- shall be of sufficient size and capacity to carry the ap- cation. plied loads without exceeding the design provisions 16®2 Design Procedures for Exposed Wood Members The induced stress shall not exceed the resisting strength which have been adjusted for fire exposure. Table 16.2.1 Effective Char Rates I Wood member design provisions herein are limited to and Char Layer fire resistance calculations not exceeding 2 hours. Thicknesses (for R. 1.5 in./hr.) 16.2.E Char Rate Effective Effective Char The effective char rate to be used in this procedure Required Fire Char Rate, Layer Thickness, can be estimated from published nominal 1-hour char Endurance Ow a,Mr rate data using the following equation: (hr.) in./hr. (in.) 1-Hour 1.8 1.8 P.ff = t?87 (16.2-1) 1'/z-Hour 1.67 2.5 2-Hour 1.58 3.2 where: p,,, =effective char rate(in./hr.),adjusted for exposure time,t 1.6.2.2 Member Strength p� = nominal char rate(in./hr.),linear char rate For solid sawn, structural glued laminated timber, based on 1-hour exposure and structural composite lumber wood members, the t =exposure time(hrs.) average member strength can be approximated by mul- A nominal char rate, (in, of 1.5 in./hr. is commonly tiplying reference design values (Fb, Ft, F., FbE, FSE)by the adjustment factors specified in Table 16.2.2. assumed for solid sawn and structural glued laminated The Fb, F�, FbE, and FSE values and cross-sectional softwood members. For P. = 1.5 in./hr., the effective char rates properties shall be adjusted prior to use of Equations (3eff, and effective char layer thicknesses, 3.3-6, 3.7-1, 3.9-1, 3.9-2, 3.9-3, 3.9-4, 15.2-1, 15.3-1,afor each exposed surface are shown in Table 15.4-1, 15.4-2, 15.4-3,or 15.4-4. 166..22.1. Section properties shall be calculated using stan- 16.2.3 Design of Members dard equations for area, section modulus, and moment of inertia using the reduced cross-sectional dimensions. The dimensions are reduced by the effective char layer The induced stress calculated using reduced section thickness,ate,.,for each surface exposed to fire. properties determined in 16.2.1 shall not exceed the member strength determined in 16.2.2. AMMCAM WOOD COLML E 1 Interior'Lighti.bg Summary 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 1026 East First Stret Date 10/7/2014 Compliance Port Angeles,WA 98362 For Building Department Use forms do not require a password to Applicant Name: Warren L Taylor use. Y Instructional and Applicant Address: PO Box 1076,Port Angeles,WA 98362 calculating cells are write Applicant Phone: 360 460 4271 Project Description ❑ New Building ❑ Addition 0 Alteration ❑Plans Included Lighting Compliance Path QQ Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Building Area Method O Space-By-Space Method Method Selection required to enable LPA forms Interior Lighting System Main dining area: Decorative lighting,indirect and pendant Description Kitchen:Overhead lighting in t grid Briefly describe lighting system type and features. Additions and Change of Space Use (0101.4.3&C101.4.4) 21 Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use space.Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations,Renovations and Repairs (C101.4.3.1) R 60%or more of luminaires in space replaced Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed(including existing)lighting wattage in Proposed Wattage table.Retrofit and non-retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60%of luminaires in space replaced Provide a separate Space-By-Space Method(LTG-INT-SPACE)Compliance Form for this retrofit area.Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table.Document proposed(including existing)lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.2.2.2),daylight zone controls(C405.2.2.3),specific application controls(C405.2.3),and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New tiring,automatic time switch controls(C405.2.2.1),and commissioning of lighting controls per C405.13. ❑ Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. 'Interior • • Summary .- Building Area Method i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address 1026 East First Stret Date 10/7/2014 Lighting Alterations, Renovations &Building Additions For Building Department Use O Less than 60% 60%or more O Stand alone O Addition Notes: a.Lighting fixtures in a building addition may comply as a stand alone project or they may be combined with the overall existing bldg lighting to demonstrate compliance.Refer to C101.4.3. b_For retrofits and building additions,provide Building Area types and gross interior areas in the Maximum Allowed Lighting table.If a builidng addition will comply as combined with the overall existing builidng,include all applicable existing Building Area types and gross interior areas. c.Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d.If less than 60%of existing fixtures will be replaced,use LTG-INT-SPACE form. Maximum Allowed Lighting Wattage Location(plan#, Allowed Gross interior VVatts Allowed Building Area* room#,or ALL) Area Description Watts per W Area in ft2 (watts/fe x area) Dining: Family all Building Footprint minus lounge 0.89 6600 5874 Dining: Bar lounge Lounge area 0.99 900 891 lour e/lelsure * Select Table C405.5.2(1)Building Area from drop down menu. Totall 7500 .Proposed Lighting Wattage Location(plan#, Number of Watts/ Watts Building Area* room#) Fixture Description** Fixtures Fixture Proposed Dining: Family all Low Voltage spot pendants,LED general 58 100 5800 Dining: Bar Lounge Low Voltage spot pendants 12 60 720 lour a/leisure * Select Table C405.5.2(1)Building Area from drop down menu. **Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Total Allowed Total Proposed Interior Lighting Power Building Area Warnings Watts Watts Allowance Dining: Family 5874 5800 COMPLIES Dining: Bar 891 720 COMPLIES lour a/leisure Totall 6765 1 6520 Notes: 1.Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Building Area types is not allowed under the Building Area Method compliance path. 2.Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if included).For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 4.For proposed Watts✓Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1.For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable,the wattage of current limiting devices or of the transformer.For low voltage track lighting list the transformer rated wattage. 5.For lighting equipment eligible for exemption per C405.5.1,note exception number and leave Watts/Fixture blank. 6.Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures.Identify as existing in fixture description. Xterior Lighting 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address: 1026 East First Stret Date 10/7/2014 Port Angeles,WA 98362 For Building Department Use Applicant Name: Warren L Taylor Applicant Addr: PO Box 1076,Port Angeles,WA 98362 Applicant Phone: 360 460 4271 Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Plans Included Lighting Zone As specified byjurisdiction. Zone selection 0 Zone 1 0 Zone 2 0 Zone 3 Zone 4 required to enable LTG-EXT form Compliance Option 0 Lighting Power Density Calculations Q Total Building Performance Building Grounds Efficacy>6o lumens/W ❑ Controlled by motion sensor Applies to luminaires>100 Watts ❑ Exemption(list) Exterior Lighting Alterations ❑ No changes are being made to the existing exterior lighting ❑, New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls per C405.2.4 and commissioning per Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 1300 Allowed a s Area( ),perimeter Allowed Watts Tradable Surfaces Surface Description per ft2 or per If (If)or#of items x fie(or x If) Entry Canopies Canopy walkway 0.4 W/ft2 935 374 Uncovered Parking and Main Parking Area 0.13 W/ft2 16600 2158 drives Total Allowed Tradable Wafts: 2532 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Number of Wafts/ Wafts Tradable Surface Fixture Description Fixtures Fixture Proposed Entry Canopies LED Can Lighing 16 60 960 Uncovered Parking and Street lanterns 8 200 1600 drives Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Wafts: 2560 watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 1272 Allowed Wafts Area(ft),perimeter Allowed Watts Non-Tradable Surfaces Surface Description per ft2 or per If (If)or#of items x ft2(or x If) Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Non-Tradable Surface Fixture Description Fixtures Fixture Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Total excess Non-Tradable wafts: 0 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Site Allowance Balance: 1272 Exterior Lighting COUPLES Y STH SffE ALLOO�iU'Ga�1C�C • • • • • • Documents mplian 2012 Washington State Energy Code Coce Forns forCommercial Buildings including R2&R3 over 3 stories and all R1 Revised Jan 2014 Project Address 1026 East First Stret Date 10/7/2014 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability ILocation in Building Department (yes,no,na) I Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS(Section C405.2) 0405.2.1.1 Manual interior Indicate on plans the manual control type&locations served; Yes C405.2.1.2 lighting controls Indicate of plans the 50%lighting load reduction method provided or identify exception taken Indicate lighting system automatic shut-off capability-identify lighting zone areas served on plans; Automatic time sea 0405.2.2.1 switch controls and Indicate locations of override switches on plans and the areas override switching served,include area sq.ft.; Indicate locations where automatic shutoff is provided by other methods(occupancy sensor,daylight controls,etc) NA C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors Daylight zones- Indicate vertical fenestration primary and secondary daylight Yes 0405.2.2.3 Vertical fenestration zone areas on plans,include sq.ft.; and skylights Indicate skylight daylight zone areas on plans,include sq.ft. NA 0405.2.2.3.2 Daylight zone Indicate on plans the locations served by daylight zone controls; controls Indicate in plans the lighting load reduction(dimming)method- stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA 0405.2.3 lighting controls- lighting controlsGeneral Indicate lighting control method for display and accent lighting, and display case lighting; Yes 0405.2.3- Display and accent Items 1&2 lighting Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space C405.2.3- Hotel/motel guest Provide a lighting control device at each guest room entry for all NA Item 3 rooms permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic NA C405.2.3- Supplemental task Provide automatic shut-off vacancy controls for supplemental Item 4 lighting task lighting,including under-shelf or under-cabinet lighting Identify eligible non-visual applications and method of lighting C405.2.3- Lighting for non- control; Yea Item 5 visual applications Indicate these fixtures are controlled independently from both general area lighting and other lighting applications within the same space Indicate lighting control method for lighting equipment for sale NA C405.2.3- Lighting or equipment or demonstration; Item 6for Indicate these fixtures are controlled independently from both demonstration general area lighting and other lighting applications within the same space If egress lighting power density is greater than 0.05W/le, C405.2.3- Means of egress indicate method of automatic shut-off during unoccupied Yea periods; Item 7 lighting Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination 0 Cooler and freezer Provide vacancy device or timer to tum off fixtures within 15 0405.1 Yes C405.10 lighting minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt Yes 0405.2.4 Exterior lighting Indicate on exterior lighting plans the automatic lighting control controls method and locations served Exterior building Provide motion sensor controls for building grounds fixtures Yes C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 controls lumens,or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Yea 0408.3 Lighting system Provide written procedures for functional testing of all automatic functional testing controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER&EFFICACY Sections C405.5,C405.10 C405.11 Lighting, Motor, and Transformer Permit Documents Check[ist LTG-CHK-11 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including 1U'X R3 over 3 stories and all R1 Revised Jan 2014 Project Address 1026 East First Stret Date 10/7/2014 The following information is necessary to check a permit application for compliance with the lighting,motor,and transformer requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types,lamps,ballasts,and rated watts per fixture; C405.5.1 Identify spaces eligible for lighting power exemption on plans C405.5.1.1 Total connected and in compliance forms; Yes C405.5.1.2 interior lighting power Identi li htin g p C405.5.1.3 g g fY 9 9 equipment eligible for exemption in fixture C405.5.1.4 schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes 0405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule(maximum 5 watts per fixture) C405.10 Cooler and freezer For lighting in walk-in coolers and freezers,and refrigerated Yes C405.11 lighting warehouse coolers and freezers,provide rated lamp efficacy(in lumens per watt)in fixture schedule Lighting Power Calculation-Indicate compliance path taken Complete required compliance forms—proposed wattage per Yes 0405.5.2 Building Area Method building area does not exceed maximum allowed wattage per building area.Identify locations of building areas on plans Complete required compliance forms—total proposed wattage NA C405.5.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas as applicable EXTERIOR LIGHTING POWER&EFFICACY Section C405.6 Provide fixture schedule with fixture types,lamps,ballasts,and Total connected rated watts per fixture; Yes C405.6.2 exterior lighting Identify exterior applications eligible for lighting power power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting Yes Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) Exterior building For building grounds fixtures rated at greater than 100 watts, Yes C405.6.1 grounds lighting provide rated lamp efficacy(in lumens per watt)in fixture schedule Exterior fighting Complete required compliance form—proposed wattage for Yea 0405.6.2 exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS&TRANSFORMERS(Sections C405.8,C405.9) NA C405.8 Electric Motors For motors not part of an HVAC system,provide electric motor schedule on electrical plans with hp,rpm,and rated efficiency tu► C405.9 Transformers Provide distribution transformer schedule on electrical plans with transformer size and efficiency If"no"is selected for any question,provide explanation: Fenestration • eAdjustment Calculations-- ff vertical fenestration area exceeds maximum allowed per Section C402.3.1,then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write-protected.Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF=Vertical fenestration NW=Net above grade wall(excludes fenestration and doors.) DR=Opaque doors Gross Exterior Above-Grade Wall Area=VF+NW+DR AG=Abov rade Proposed Areas Vertical Fenestration-> VF= 339.9 Opaque-> NW= 6010.0 DR= 185.0 Gross Exterior Max Vert.Fen.% Maximum Target AG Wall Area (C402.3.1) Vert.Fen.Area. 6534.9X 30.0 - 100 = 1960.5 I otal Vertical Delta Vertical Excess Vertical Fenestration Maximum Target Fenestration 0 Fenestration 339.9 - 1960.5 = -1620.6 II greater -1620.6 Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration Fenestration Fenestration Target VF Multiplier Fenestration Areas to 339.9 _ = 339.9 _ 339.9 = 1.00 calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration Target Net Wall Area Net Wall Target Net Wall Mult. Multiplier applied to all 6010.0 + = 6010.0 _ 6010.01-00 Proposed Opaque Above- Grade Wall Areas to UA Adjustments calculate Target Above- Vertical Fenestration Proposed Area Target VF Mult. Target Area Non-metal frame 339.9 X 1.00 = 339.9 Metal frame,fixed X Metal frame,operable X Metal frame,entrance door X - Target areas in shaded Above-grade Wall Proposed Area Target Net Wall Mult. Target Area boxes are applied to Steel FrameX = target areas on ENV-UA Metal Building Wood I Other frame 1080.0 X 1.00 = 1080.0 Mass 4930.0 X 1.00 = 4930.0 Sum of target above-grade Sum of Proposed 6349.9 Sum of Target 6349.9 wall and vertical fenestration areas an- calculated recalculated to equal the SHGC x A Adjustments sum ofproposed Non-North Vertical Fenestration Proposed Area Target VF Mult. Target Area PF<0.2 100.0 X 1.00 = 100.0 0.2:5 PF<0.5 X = PF a 0.5 X = SHGC target areas in North Vertical Fenestration shaded boxes are applied to target areas on ENV- PF<0.2 239.9 X 1.00 = 239.9 SHGC 0.2:5 PF<0.5 X = PF z 0.5 X = If skylight area exceeds maximum allowed per Section C402.3.1,then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this SKY=Skylight I NR-Net roof(excludes skylight) lGross Exterior Roof Area=SKY+NR Proposed Areas Skylight(Horizontal Fenestration)-> SKY= Opaque Roof -> NR= 7500.0 Gross Exterior Max Skylight% Maximum Skylight Roof Area (0402.3.1) Fenestration Area 7500.0 X 5.0% — 100 = 375.0 Total Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight 375.0 = —375.0 J greater = —375.0 Total Skylight Area Excess Skylight Target Skylight Area Total Skylight Area Target SL Multiplier Multiplier applied to all II-- Proposed Skylight Areas _ _ —� = to calculate Target Skylight Area Net Roof Area Excess Skylight Target Net Roof Area Net Roof Target Net Roof Mult. 7500.0 = 7500.0 — 7500.0 = 1.00 Proposed applied to all �- Proposed Opaque Roof Areas to calculate Target UA and SHGC x A Adjustments Skylight Proposed Area Target SL Mult. Target Area All F X = Roof Proposed Area Target Net Wall Mult. Target Area Target areas in shaded Insulation Above Deck 7500.0 X 1.00 = 7500.0 boxes are applied to target areas on ENV-UA Metal Building X Attic I All Others X = Sum of target roof and Sum of Proposed 7500.0 Sum of Target 7500.0 skylight areas are calculated to equal the sum of proposed !Envelope, • o 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address 1026 East First Street Date 10/3/2014 Compliance forms Port Angeles For Building Department Use do not requf►e a W► 98362 password to use. pp Instructional and Applicant Name: warren L Taylor calculating cells are Applicant Address: Po m� 1075 Port Angeles, WA 98362 write-protected. I Applicant Phone: 360 460 4271 Project Description ❑New Building ❑Addition ❑Afteration F±1 Change of Occupancy/Conditioning Compliance Path O Prescriptive 0 Component Performance O Total Building Performance Selection required to enable forms. Occupancy Group Q Commercial O Group R-R2&R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration enter values for vertical fenestration, 339.9 -L. 6534.9 X 100 = 5.2% sNlights,gPass walls and roof on this V-SUM worksheet. !f complying via the Component Performance path,enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals %Skylight These values auto-rill from ENV-UA and are write protected on ENV-SUM. 0.0 — 7500.0 X 100 = 0.0% Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Fenestration Area Compliance Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration 0 50%or more of the floor area is within a daylight zone per C402.3.1.1 Alternates 0 High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces ❑Skylight effective aperture 1%or greater,provide calculation Requiring Skylights ❑Space eligible for exception Requires a minimum of 50%of floor area to be within a skylight daylight zone for specific space types.Refer to 0402.3.2 for requirements. ❑Project has semi-heated spaces as defined per C402.1.4 ❑Applying wall exception to semi-heated spaces 1.Semi•heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2.Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements. E]Walk-in Cooler Q Walk-in Freezer Refrigerated Spaces ElRefrigerated Warehouse Cooler ElRefrigerated Warehouse Freezer Refrigerated spaces shall comply under the Prescriptive Path only Compliance documentation for these areas maybe combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning Commercial ❑ R2&R3 over 3 stories and all R1 ❑ Refrigerated Space ❑Fully Conditioned ❑ Semi-Heated ❑ Low Energy ❑ R2&R3-3 stories or less `Low energy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required.Refer to C101.5.2 for exemption. • ponent Performance • • Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Address 1026 East First street Date 10/03/2014 Occupancy Group * Commercial O Group R For Building Department Use Change in occupancy or space conditioning Q Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 Fenestration Area as%gross above-grade wall area 5.296 Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2:U-factors shall come from Appendix A,Chapter C303,or calculated per approved method as specked in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor,pa e/ Ian#of assembix detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) Y R=30 ID:Area between floors 0.034 5700 193.8 0.034 7500 255.0 o R=48 ID:New High Ceiling 0.034 1800 61.2 Above Deck Insulation U-0.034 R= ID: o R= ID: 0.031 0° R= ID: Metal Building U-0.031 cr g R= ID: 7R=R= ID: 0.021 R= ID: Single raft,attic,other U-0.021 ID: R= ID: 0.055 LL R= ID: Steel/metal frame U-0.055 m g R= ID: c a R= ID: 0.052 00 R= ID: Metal Building U-0.052 R= ID: m 3 R=21 ID:Walls around High Ceiling 0.054 1080 58.3 0.054 1080 58.3 m -00 o R = ID: Wood Frame,other U-0.054 K 3: R= ID: O R=21 ID:Main Walls 0.104 4930 512.7 0.104 4930 512.7 N R= ID: Mass Wall U-0.104 R= ID: M R= ID: 0.104 m o 3: R= ID: Assumed to be Mass Wall U-0.104 m R= ID: C7 R= ID: N R= ID: 0,0317 1 R R= ID: Mass Floor U-0.031 o g R= ID: R= ID: 0.029 E R= ID: JoistlFraming U-0.029 LL R= ID: F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R=2.5 ID:ExisitngSOG 0.540 350 189.0 0.540 1 350 189.0 t R= ID: Slab-On-Grade U-0.54 R= ID: R= ID: 0.550 m R= ID: Heated Slab-On-Grade U-0.55 = R= ID: Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values.Show footnote requirements in plans. Subtotal 13860 1015 13860 1015 Component Performance Compliance (UA) UA COUPLES ',.Component Performance Path, pg,. ' ones ,,,, C 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over: Revised Oct 2013 Project Address 1026 East First Street Date 10/03/2014 Fenestration Area as%gross above-grade wall area 5.2% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 5.0% Notes.1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2:Provide NFRC rated LI-factor or default U-factor from Appendix A for the fenestration assembly thermal performance(combination of frame and glazing). 3.Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Building Component Proposed UA Target UA Provide source of U-factor,page/plan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) c w U=0.3 ID:Main entry 0.300 80 24.0 0.37 185 68.5 oU=0.35 ID:Emergency Exits 0.350 84 29.4 Opaque Swing Doors U-0.37 U=0.3 ID:Kitchen Exit 0.300 21 6.3 Cu, U= ID: 0.37 c 0 U= ID: Opaque rollup&sliding U-0.37 U= ID: U=0.27 ID:Windows North and west 0.27 340 91.8 0.30 340 102.0 U= ID: Non-Metal Frame U-0.30 o U= ID: Z U= ID: U= ID: 0.38 o U= ID: Metal Frame,Fixed U-0.38 m U= ID: U) m c g U= ID: m tL d U= ID: 0.40 c U= ID: Metal Frame,Operable U-0.40 r U= ID: U= ID: U= ID: 0.60 U= ID: Metal Entrance Door U-0.60 aZi U= ID: U= ID: v, y U= ID: 0.50 o, T U= ID: All types U-0.50 Y U= ID: cn Q U= ID: Area UA Area UA Page 2 Subtotal 525 151 525 170 To comply: Page 1 Subtotal 13860 1015 13860 1015 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. Total 14385 1167 14385 1185 Component Performance Compliance (UA) UQ COIMiv PUSS Calculation • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Address 1026 East First Street Date 10/03/2014 0 5.2% Max.Target: 30% For Building Department Use Fenestration Area as /o gross above-grade wall area 9 Skylight Area as%gross roof area Max.Target: 5% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1-Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA,then target areas will be automatically adjusted in ENV-SHGC.Refer to Target Area Adjustments worksheet for this calculation. 3-Provide NFRC rated SHGC or default from Table C303.1.3(3)for fenestration assembly SHGC. 4-Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be included in this worksheet. Skylights Proposed SHGC Target SHGC Provide source of SHGC,page/plan#of assembly detail&ID SHGC x Area(A) =SHGC x I SHGC x Area(A)= SHGC x A ID: 0.35 ID: SHGC 0.35 ID: ID: Ip: Totals Totals All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly PF SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID:West Windows 0 0.31 100 31 PF<0,2 0.40 100 40.0 ID: 0 0.2sPF<0.5 0.48 ID: 0 PF 2-0.5 0.64 ID: 0 ++If projection factor(PF)credits are ID: 0 applied to the proposed design, Target ID: 0 SHGC will sum fenestration area by PF ID: 0 category. ID: 0 ID: 0 ID: 0 +if projection factor credit is applied,then vertical Totals 100.0 31.0 Totals 100.0 40.0 fenestration must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table. *Note:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly PF SHGC* x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID:North Windows 0 0.31 240 74 PF<0.2 0.40 240 96.0 ID: 0 0.25PF<0. 0.44 ID: 0 PF 2:0.5 0.48 ID: 0 ++If projection factor(PF)credits are applied ID: 0 to the proposed design, Target SHGC will ID: 0 sum fenestration area by PF category. ID: 0 North Total 239.9 74.4 239.9 96.0 Area SHGC x A Area SHGC x A To comply,the Proposed total SHGC x A for all fenestration(vertical Grand 339.9 105.4 Grand 339.9 136.0 &skylights)shall not exceed the Target total SHGC x A. Total Total Component Performance Compliance (SHGC) SHGC COMP -E-tcC.ALQILAMCWS - _. IQ:i�-3 Wim- \NIt JD " 130 MPH, EXP'C' SE1•SMt� s3 . - - - _ - s x7_25 TL= o i pw f4 Z woe Ji,�f 1 �:.. PC's-" 5�1� fi�J f� NA-1- a . 3 � t:vv i L 77 l;ti-?e- O, 759'. AT L( _ 7 _/1 �4 jo si { jS X31 � x �C - 24 - - - : - t : . . 3 .3 . SN- ���,��✓ . _ ��:fig��+<6�Y��. � = �,:�c-.��;c� _ - - - :_:: : : : • 0 UOf 0 -, &fir ' x 2C MecaWind Pro v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.raecaenterprises.com Date 9/10/2014 Project No. 14214 Company Name : Zenovic & Associates Designed By SRH Address 301 East 6th Street, Suite #1 Description NEW BAR City : Port Angeles Customer Name TAYLOR MADE CONSTRUCTION State WA Proj Location E. 1ST STREET, PORT ANGELES, File Location: C:\Users\SRH\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 V: Basic Wind Speed = 130.00 mph Cat: Structural Category(I,II,III, and IV) = II Exp: Exposure Category(B,C, or D) = C RHt: Ridge Height = 22.56 ft EHt: Eave Height = 21.00 ft Ht: Mean Roof Height of Building = 21.78 ft Theta: Roof Angle = 1.19 Deg L: Length of Building(If Gabled, along Ridge) = 100.00 ft B: Width of Building(Perpendicular to Ridge) = 75.00 ft Kzt: Topographic Factor = 1.00 Lambda: Adjustment Factor for Building Height and Exposure = 1.31 I: Importance Factor = 1.00 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 7.50 ft 2a: Length over which Zone A acts on Each Corner = 15.00 ft 0 ® 1 O Cele A w�. can 8 Wind Pressure on Main Wind Force Resisting System (MWFRS) Load A B C D E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ----------------------------------------------------------------------------- 1.00 21.89 -11.35 14.53 -6.71 -26.29 -14.94 -18.30 -11.59 -36.84 -28.83 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Note (1) ps = Lambda * Kzt * I * ps30 Note (2) Directionality Factor(Kd) is not an input during a Simplified Analysis. Rat Roof Hip Roof-T<0 27') Gable Roof(0 7'1 Gable Roof(7'<0 5 45') Wind Pressure on components and Cladding (Ch 30 Part 2) Ail pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- WALLS 7.50 21.00 157.5 4 20.02 -21.98 WALLS 13.25 21.00 278.3 5 19.25 -22.62 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P & Min 2 = pnet30(from Fig.30.5-1) I Lambda Importance Factor K7t. Note (3) 111 Area<10 then Area=10 or Area>100 then A-rea=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area=!O or Area>500 then Area=500 for Zones 4 & 5. Column: MI Shape: 10X10 18228.112 at 0 ft Material: DF Larch Length: 10 ft I Joint: N1 J Joint: N2 LC 7: IBC 16-11 (b) A Ib Code Check: 0.194 (bending) 18008.75 at 10 ft Report Based On 100 Sections 201.974 at 0 ft fa psi 199.543 at 10 ft I fc psi M Ib-ft i i ft psi D in I i AF&PA NDS-05/08:ASD Code Check Max Bending Check 0.194 Max Shear Check 0.000 Location 0 ft Location 0 ft Equation 3.6.3 Max Defl Ratio L/10000 CD 1.15 RB 3.554 CL 1 Cr 1 Cfu 1 CP .905 (psi) Cm Ct CF Out In Fc' 1040.204 1 1 1 Lb loft loft Ft' 948.75 1 1 1 le/d 12.632 12.632 Fb' 1380 1 1 1 Sway No No Fv' 195.5 1 1 Le-Bending Top loft E' 1.6e+6 1 1 Le-Bending Bot loft ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET, SUITE 1 PORT ANGELES, WA PROJECT.- INTERIOR COLUMNS CLIENT. TAYLOR MADE CONSTR. JOB#. 14214 DATE.- 8/12/2014 SQUARE PIER FOOTING DESIGN USERINPUT _ WIDTH AND LENGTH OF PIER B(in)' 40 WIDTH OF COLUMN/BASE PLATE S1 (in)! 9.25 LENGTH OFCOLUMNBASEPLATE L1 (in) 9.25 DEPTH OF FOOTING D(in);' 12 REINFORCING SIZE #; 4 NUMBER OF BARS #' 6 CONCRETE STRENGTH Fc' (psi) 2500 CONCRETE UNIT WEIGHT WCONC.(Psfl; 150 ALLOWABLE SOIL BEARING SPALOW(ksf): 1.5 i SOIL COVER ON FOOTING Z(ft) UNIT WEIGHT OF SOIL WSOIL(psf) 120 ADDITIONAL LOAD OVER FOOTING WADD(pSq LOAD TO COLUMN + (kips)!' 14 LOAD TO COLUMN - (kips)' 0 LRFD CONVERSION FACTOR 1.4 REINFORCING GRADE(40 OR 60) 40 CALCULATED EFFECTIVE DEPTH OF FOOTING d(in) 8.50 LENGTH OF CRITICAL SHEAR PERIMETER bo(in) 71.00 WEIGHT OF FOOTING FM(kips) 1.67 ok 0% FACTORED NET SOIL PRESSURE SPNET(ksf) 1.84 FACTORED TOTAL SOIL PRESSURE SPTOT(ksf) 1.99 ok 95% CRITICAL SHEAR (2-way) V.(kips) 16 RC 1 SHEAR STRENGTH EQ. 15-14 (2-way) Vc(kips) N.A. SHEAR STRENGTH EQ. 15-15 (2-way) Vc(kips) N.A. SHEAR STRENGTH EQ. 15-16 (2-way) Vc(kips) 121 ALLOWABLE SHEAR (2-way) oVc(kips) 91 ok two-way shear CRITICAL SHEAR (1-way) V.(kips) 4 ALLOWABLE SHEAR (1-way) oVc(kips) 26 ok one-way shear CRITICAL MOMENT M„(kip-ft) 5 AREA OF STEEL REQ'D As(in A2) 0.21 MINIMUM STEEL AREA As,MIN(in A2) 0.86 STEEL PROVIDED As(in A2) 1.18 ok a(in) 0.55 ALLOWABLE MOMENT Wn(kip-ft) 29 ok W/T%Boise Cascade Single 6 x 8 DFL #2-Beam CL01 Dry 110'0"Column Freestanding BC; CALCO Design Report Build 3272 File Name: BC CALC Project Job Name: 14214 TAYLOR MADE CONSTRUCTION Description: Designs\CL01 Address: FIRST STREET Specifier: SRH City, State, Zip: PORT ANGELES, WA Designer: Customer: Company: ZENOVIC&ASSOCIATES, INC Code reports: WCLIB Misc: Updated: Wednesday, September 24, 2014 Live Dead Snow Wind Roof Liv+ 5.5" Load Summary Column • 7.5" Tag Description Load Type Start End 100% 90% 115% 160% 125% Freestanding 1 G.T. POINT ... Conc. Pt. (Ibs) 00-00-00 00-00-00 0 2,640 4,400 E(Left-Right)=0.919" E(Front-Back)= 1.253" Bracing Elevation Sheathing Top 10-00-00 Base 00-00-00 Load Controls Summary Value %Allowable Duration Case Top Col. Compression n/a 33.6% 115% 1 10,0 4 Col. Compression and Bending X n/a 31.3% 115% 1 Col. Compression and Bending Y n/a 34.2% 115% 1 Slenderness Ratio 21.82 43.6% n/a 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. Notes Allowable loads are based on a minimum eccentricity of 0.167 multiplied by the column thickness or width (worst case). BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM,ALLJOISTO,BC RIM BOARD TM,BCI@,BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Not to scale Page 1 of 1 Y -26401b X -1452.9 cli III li -129211 1 28881b 1435.1 Loads: LC 2, DEAD+W 4372.9 Results for LC 2, DEAD+W Z-moment Reaction units are lb and lb-ft ZENOVIC&ASSOCIATE... SK- 1 SRH STEEL COLUMN Sept 24, 2014 at 11:44 AM 14214 STEEL COLUMN PT LOAD.r2d Column: M1 — Shape: HSS7x7x4 4372.898 at 0 ft Material: A500 Gr.42 Length: 10.5 ft I Joint: N1 J Joint: N2 LC 2: DEAD + W Code Check: 0.495 (bending) A Ib Report Based On 10 Sections 4152.449 at 10.5 ft 708.736 at 0 ft 1485.107 at 0 ft fa psi j 673.006 at 10.5 ft ii V - Ib I 14084.56 at 10.5 ft r M - -- -----�. �� lb-ft 4�4 - fc psi -15593.62 at 10.5 ft ft b psi D -- in -14084.56 at 10.5 ft -.924 at 10.5 ft RISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.495 Max Shear Check 0.034 Location 10.5 ft Location 0 ft Equation H1-1b Max Defl Ratio L/715 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 42000 psi Out Plane In Plane Pnc/om 136341.561 Ib Lb 4 ft 10.5 ft Pnt/om 155173.653 lb KL/r 17.485 45.897 Mn/om 32485.03 lb-ft Vn/om 44307.726 Ib L Comp Flange 4 ft Cb 1 Column: M1 Shape: HSS7x7x4 4372.898 at 0 ft Material: A500 Gr.42 Length: 10.5 ft J I Joint: N1 J Joint: N2 LC 3: DEAD + E Code Check: 0.495 (bending) A Ib Report Based On 10 Sections 4152.449 at 10.5 ft 1485.107 at 0 ft 708.736 at 0 ft fa psi 673.006 at 10.5 ft V - — Ib 14084.56 at 10.5 ft M —-- - Ib-ft Q�f! 26 -,rA l fcs" h psi -15593.62 at 10.5 ft �I ft -n,�-� „ ,y, k . psi D -- in 11 '• y -14084.56 at 10.5 ft -.924 at 10.5 ft RISC 13th 360-05 : ASD Code Check Direct Analysis Method Max Bending Check 0.495 Max Shear Check 0.034 Location 10.5 ft Location 0 ft Equation H1-1b Max Defl Ratio L/715 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender i Fy 42000 psi Out Plane In Plane Pnc/om 136341.561 Ib Lb 4 ft 10.5 ft Pnt/om 155173.653 lb KL/r 17.485 45.897 Mn/om 32485.03 lb-ft Vn/om 44307.726 Ib Cb 1 L Comp Flange 4 ft Column: AA2 Shape: HSS7x7x4 2860.449 at 0 ft Material: A500 Gr.42 Length: 10.5 ft I Joint: N2 J Joint: N3 LC 2: DEAD +W Code Check: 0.491 (bending) A Ib Report Based On 10 Sections 2640 at 10.5 ft -1485.107 at 0 ft 463.606 at 0 ft V --- — Ib fa psi 427.877 at 10.5 ft — 14084.56 at 0 ft M - � Ib-ft fc obbbbMaw.. psi -15593.62 at 0 ft i ft psi D in pppw -14084.56 at 0 ft -.924 at 0 ft RISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.491 Max Shear Check 0.034 Location 0 ft Location 0 ft Equation H1-1b Max Defl Ratio L/715 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 42000 psi Out Plane In Plane Pnc/om 136341.561 Ib Lb 4 ft 10.5 ft Pnt/om 155173.653 lb KL/r 17.485 45.897 Mn/om 32485.03 lb-ft Vn/om 44307.726 Ib L Comp Flange 4 ft Cb 1 Column: M2 Shape: HSS7x7x4 2860.449 at 0 ft Material: A500 GrA2 Length: 10.5 ft I Joint: N2 J Joint: N3 LC 3: DEAD + E A Ib Code Check: 0.491 (bending) 2640 at 10.5 ft Report Based On 10 Sections -1485.107 at 0 ft 463.606 at 0 ft V - lb fa psi - -- 427.877 at 10.5 ft 14084.56 at 0 ft M ,_— Ib-ft fc psi r/ -15593.62 at 0 ft ft psi D in 14084.56 at 0 ft -.924 at 0 ft RISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.491 Max Shear Check 0.034 Location 0 ft Location 0 ft Equation H1-1b Max Defl Ratio L/715 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender Fy 42000 psi Out Plane In Plane Pnc/om 136341.561 Ib Lb 4 ft 10.5 ft Pnt/om 155173.653 lb KL/r 17.485 45.897 Mn/om 32485.03 lb-ft Vn/om 44307.726 lb Cb 1 L Comp Flange 4 ft Y �LX i I -231 Ib/ft L6x6x6 3 2 1443.8 1443.8 Loads: BLC 1, WIND Results for LC 2,SEISMIC Z-moment Reaction units are Ib and Ib-ft ZENOVIC &ASSOCIATE... SK- 1 SRH BEAM BETWEEN COLUMNS Sept 24, 2014 at 11:37 AM 12211 LONG BEAM.r2d Beam: M1 _ Shape: L6x6x6 Material: A36 Gr.36 Length: 12.5 ft I Joint: N1 A Ib J Joint: N2 LC 1: WIND Code Check: 0.647 (bending) Report Based On 100 Sections I 1443.75 at 0 ft fa psi V Ib -1443.75 at 12.5 ft 19247.584 at 6.187 ft M Ib-ft fc psi - -3191.211 at 6.187 ft 14135.024 at 6.187 ft D —_ in i ft psi -.552 at 6.313 ft RISC 13th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.647 Max Shear Check 0.050 Location 6.187 ft Location 0 ft Equation 1-112-1 Max Defl Ratio L/954 Bending Flange Non-Compact Compression Flange Slender Qs=.912 Bending Web Non-Compact Compression Web Slender Qa=1 Fy 36000 psi Out Plane In Plane Pnc/om 71014.444 Ib Lb 4 ft 12.5 ft Pnt/om 94419.162 lb KL/r 40.336 63.297 Mn'/om 15207.091 lb-ft Vn/om 29101.796 Ib L Comp Flange 4 ft Cb 1 Beam: N/1 Shape: L6x6x6 Material: A36 Gr.36 Length: 12.5 ft I Joint: N1 A Ib J Joint: N2 LC 2: SEISMIC Code Check: 0.647 (bending) Report Based On 100 Sections 1443.75 at 0 ft fa — — psi V - Ib -1443.75 at 12.5 ft 19247.584 at 6.187 ft M -- — - Ib-ft i fc psi -3191.211 at 6.187 ft 14135.024 at 6.187 ft D — in ft psi -.552 at 6.313 ft AISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.647 Max Shear Check 0.050 Location 6.187 ft Location 0 ft Equation 1-12-1 Max Defl Ratio L/954 Bending Flange Non-Compact Compression Flange Slender Qs=.912 Bending Web Non-Compact Compression Web Slender Qa=1 Fy 36000 psi Out Plane In Plane Pnc/om 71014.444 ib Lb 4 ft 12.5 ft Pnt/om 94419.162 lb KL/r 40.336 63.297 Mn'/om 15207.091 lb-ft Vn/om 29101.796 Ib L Comp Flange 4 ft Cb 1 ' Anchor DesignerT" Company: Zenovic&Associates, Inc. Date: 9/24/2014 Engineer: SRH Page: 1/4 Software Project: 13215 Version 2.3.5365.45 Address: 301 East 6th Street, Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 1.Proiect information Customer company:TAYLOR MADE CONSTRUCTION Project description:COMMERCIAL BUILDING Customer contact name: Location:PORT ANGELES,WA Customer e-mail: Fastening description:ANGLE BEAM TO CONCRETE Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h (inch):8.00 State: Cracked Anchor Information: Compressive strength,f.(psi):2500 Anchor type: Bonded anchor Wc,v: 1.0 Material:F1554 Grade 36 Reinforcement condition: B tension, B shear Diameter(inch):0.500 Supplemental reinforcement:Not applicable Effective Embedment depth,hef(inch):4.000 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 hm,,,(inch):6.50 Temperature range: 1 cep(inch):7.59 Ignore Edo requirement: Not applicable Cmm(inch): 1.75 Build-up grout pad: No Smm(inch):3.00 Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination: U= 1.2D+ 1.0E+ 1.OL+0.2S Seismic design:Yes Anchors subjected to sustained tension:No Ductility section for tension: D.3.3.4.2 not applicable Ductility section for shear:D.3.3.5.2 not applicable Do factor:not set $$0 Ib Apply entire shear load at front row:No / Anchors only resisting wind and/or seis <Figure 1> 0 Ib Y 0 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: 9/24/2014 Engineer: SRH I Page: 2/4 Software Project: 13215 Version 2.3.5365.45 Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net <Figure 2> O O N e-4 O O N 16.00 16.00 Recommended Anchor Anchor Name:SET-XP@-SET-XP w/1/2"0 F1554 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:i**l Anchor DesignerTm Company: Zenovic&Associates, Inc. Date: 9/24/2014 Engineer: SRH I Page: 3/4 e Software Project: 13215 Version 2.3.5365.45 Address: 301 East 6th Street,Suite 1 a Phone: 360-417-0501 E-mail: I scoff@zenovic.net 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nu.(lb) Vuax(Ib) Vuay(lb) J(Vuax)Z+(Vuay)2(lb) 1 880.0 0.0 0.0 0.0 Sum 880.0 0.0 0.0 0.0 Maximum concrete compression strain(%o):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):880 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 4.Steel Strength of Anchor in Tension(Sec.D.5.1) Nse(lb) 0 ¢Nsa(lb) 8235 0.75 6176 S.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=kcA.gfchef's(Eq.D-6) kc A. Fc(psi) het(in) Nb(lb) 17.0 1.00 2500 4.000 6800 0.75^b=0.750(ANc/ANco)'f'ed.NTc.NTrp.NNb(Sec.DA.1 &Eq.D-3) ANc(in 2) AN..(int 'PBd,N Pc,N Tcp,N Nb(lb) 0 0.750kb(lb) 144.00 144.00 1.000 1.00 1.000 6800 0.65 3315 6.Adhesive Strength of Anchor in Tension(Sec.5.5) rk.cr= rk,crfshort-termKsataUseis rk,cr(psi) fshort-term Ksat IXN.seis rk,cr(psi) 995 1.00 1.00 1.00 995 Nba=A a rcr)rdahef(Eq.D-22) A a rcr(psi) da(in) he(in) Nb.(lb) 1.00 995 0.50 4.000 6252 0.750Na=0.750(ANaI ANao)YFed.Na Y�cp.NaNba(Sec. D.4.1 &Eq.D-18) ANa(int) ANco(in Z) Y'ed,Na Vp,N. Nao(lb) 0 0.750Na(lb) 204.55 204.55 1.000 1.000 6252 0.65 3048 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. S,rnpsor :hong- e Car.pany inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Anchor DesignerTM Company: Zenovic&Associates,Inc. Date: 9/24/2014 Engineer: SRH Page: 4/4 e Software Project: 13215 version 2.3.5365.45 • -- Address: 301 East 6th Street,Suite 1 Phone: 360-417-0501 E-mail: scott@zenovic.net 11.Results Interaction of Tensile and Shear Forces(Sec.D.7) Tension Factored Load,Nva(lb) Design Strength,oN�(lb) Ratio Status Steel 880 6176 0.14 Pass Concrete breakout 880 3315 0.27 Pass Adhesive 880 3048 0.29 Pass(Governs) SET-XP w/1/2"0 F1554 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 limit to 2,500 psi per ICC-ES ESR-2508 Section 5.3. -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of D.3.3.4.3 for tension need not be satisfied—designer to verify. -Per designer input,the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination.Therefore the ductility requirements of D.3.3.5.3 for shear need not be satisfied—designer to verify. -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 Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Date: 24 Sept 2014 Job: 14214 Subject: CMU CONNECTION -------------------------------------------------------------------------------------------------------- GIVEN: Insert Material: Threaded Rod- A307 (SAE 10 18) minimum Base Material Type: Hollow CMU Base Material Temperature: T = 70 Degrees F Minimum Base Material Thickness = 8 inches Applied Tension Load per Anchor: Tapplied= 307 lb. Applied Shear Load per Anchor: Vapplied=0 lb. End Distance= 16 inches Edge Distance= 16 inches Anchor Spacing= 16 inches • • s w � r ' • mo w i • s • • 'i i • r ■ ■ s f w ' . a rim op WdP • •. w ' w M' o ♦• •j • r■ s� -------------------------------------------------------------------------------------------------------- CALCULATIONS: OPTION 1 Proposed Anchor System=AT Acrylic-Tie Adhesive with ATSP (Plastic) Screen Tube Anchor Diameter(in.) or Rebar Size= 5/8 Proposed Threaded Rod Material=A307 (SAE 10 18) Minimum Embedment Depth= 3 inches Temperature Sensitivity Factor: ftemp= 1.00 Short-Term Load Adjustment Factor for Seismic/Wind**: fseismic/wind=Tension: 1.00 Shear: 1.00 **Where permitted by code Allowable Tension Based on Bond/Concrete Strength: Tbond/concrete= 320 lb. Tsteel =Not applicable- Steel Strength does not Control by Observation Reduced Efficiency Based on Spacing: fS 1 = 1 as SI >= Scr (fS)tot. = 1.000 Reduced Efficiency Based on Edge/End Distance: fC1 = lasCl >=Ccr fC2 = 1 as C2 >=Ccr (fC)tot. = 1.000 x 1.0= 1.000 Net Allowable Tension Based on Bond/Concrete Strength: (Tbond/concrete)net= 320 x 1.000 x 1.000 =320 lb. Allowable Tension Value for Design: Tdesign is equal to the lesser of - 320 x 1.00 x 1.00= 320 lb. >=Tapplied, OK Or Not applicable- Steel Strength does not Control by Observation Allowable Shear Based on Bond/Concrete Strength: Vbond/concrete= 270 lb. Vsteel =Not applicable- Steel Strength does not Control by Observation Reduced Efficiency Based on Spacing: fS 1 = 1 as SI >= Scr (fS)tot. = 1.000 Reduced Efficiency Based on Edge/End Distance: fC 1 = 1 as CI >= Ccr W2 = 1 as C2 >=Ccr (fC)tot. = 1.000 x 1.0 = 1.000 Net Allowable Shear Based on Bond/Concrete Strength: (Vbond/concrete)net= 270 x 1.000 x 1.000 =270 lb. Allowable Shear Value for Design: Vdesign is equal to the lesser of: 270 x 1.00 x 1.00=270 lb. >=Vapplied, OK Or Not applicable- Steel Strength does not Control by Observation Check Combined Tension & Shear Interaction: (Tapplied/Tdesign)^n+ (Vapplied/Vdesign)^n < or= 1.0 (307/320)^1 +(0/270)^1 = 0.959375 <or= 1.0 OK Where n= 5/3 for Carbon/Stainless Steel Wedge-All, Titen HD and Carbon/Stainless Steel Drop-In anchors installed in Normal Weight Concrete only. Otherwise, n= 1 for all other cases. Beam: 1V11 Shape: L6x4x5 Material: A36 Gr.36 Length: 4 ft I Joint: N1 A Ib J Joint: N2 LC 1; Code Check: 0.489 (bending) Report Based On 100 Sections 2000 at 0 ft fa — — psi V Ib -2000 at 4 ft 9760.519 at 1.98 ft -144.401 at 0 ft M �.-- Ib- 7ft fc psi 966.533 at .202 ft -1970.392 at 1.98 ft 6533.331 at 1.98 ft D in ft psi 1882.563 at .566 ft -.026 at 2.02 ft A/SC 13fh(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.489 Max Shear Check 0.082 Location 1.98 ft Location 0 ft Equation H2-1 Max Defl Ratio L/2556 Bending Flange Compact Compression Flange Slender Qs=.8261 Bending Web Non-Compact Compression Web Slender Qa=1 Fy 36000 psi Out Plane In Plane Pnc/om 47314.216 Ib Lb 4 ft 4 ft Pnt/om 65317.365 lb KL/r 54.92 22.984 Mn'/om 6894.804 lb-ft Vn/om 24251.497 Ib L Comp Flange 4 ft Cb 1.128 t. - Ale yc _ t - - o- 6, 'f7') Ise ¢ ' . 7� �29� 0 r �p t A _ ! P t 2 1: fit ` J?JkA 36- 7,7 �✓ ��� z Forno 5 ravo_ '?y The World's f=inest Pizza Ovens Commercial Oven Installation and Operation Manual 5. Ventilation This information is provided to assist in safe and functional installation of Forno Bravo commercial ovens.The oven must be installed in accordance with all relevant local and national codes,and in a manner acceptable to the authority having jurisdiction. It is never appropriate to use"B vent"in any part of an exhaust system connected to a Forno Bravo oven. Due to the possibility of sparks entering the duct,exhaust systems serving Solid Fuel equipment SHOULD NOT be combined with exhaust systems serving other(non-solid- fuel)cooking equipment.Submit you venting plans to your local authorities before proceeding with your installation, as there may be additional requirements in your area. There are two venting options for the Modena2G Series ovens.These methods are Direct Connection of a Grease Duct or UL103 Type HT listed chimney(Direct Venting) and a Type 1 Exhaust Hood installed according to NFPA 96 and the UMC with Grease Duct venting. VERY IMPORTANTI SUBMIT YOUR VENTING PLANS TO LOCAL CODE AUTHORITIES BEFORE PROCEEDING WITH INSTALLATION. Most cities accept the U.L. listed Direct Connection method,however a few cities will require the use of a Type I grease hood over the oven opening and vent.Check with your local building department to determine which method or methods are acceptable. 1.Direct Connection. An 8"(inside diameter)Listed UL103 Type HT or Grease Duct/Building Heating Appliance Chimney may be connected to the integral refractory vent at the top of the Modena2G oven.Afield built grease duct,constructed and installed to the specifications of a grease duct as detailed in NFPA 96 or the International Mechanical Code, may also be used. For Grease Duct installation requirements refer to the Selkirk Metalbestos Model PS and IPS Grease Duct Installation Instructions or Metal-Fab IPIC Installation Instructions. For UL103 Type HT installation requirements, ©Forno Bravo,LLC 2010/11.All Rights Served. Ver. 1.6 10 rorno 15ravo The World's Finest Pizza Ovens Commercial Oven Installation and Operation Manual refer to the Simpson DuraTech(or equivalent)chimney of accumulation will vary with respect to flue gas system installation instructions. temperature,wood type and moisture content. Frequent, 2.Type-1 Exhaust Hood Installed per NFPA 96. regularly scheduled,thorough flue cleaning is the best way to minimize the risk of flue fires. (For commercial applications only) If required,a Type 1 hood can be installed above the oven PROPER AIRFLOW(gas models) opening and set on the top of the oven as show in the Building your oven into a decorative enclosure can create illustration below.This installation method meets the the potential for venting problems and can result in poor standard for ventilation control and fire protection for burner performance and damage to oven components. commercial cooking operations.The exhaust hood dimensions must be 48"wide,38"deep,24"high. There are four basic airflow guidelines to follow regarding oven venting that will help ensure proper operation and Duct Velocity 1500-2500 FPM-Volume:800-1000 CFM performance of the oven burners.These guidelines will The grease filters must be positioned at the rear of the help prevent damage to the oven gas and electrical exhaust hood and must be of the steel baffle type(Mesh components due to improper venting and installation. See type grease filters must not be used). the illustrations below on proper venting airflow. The front of the exhaust hood must set forward 20"from Rule 1 the front of the oven face.The face of the filter must be a The ONLY opening for air to enter the space beneath the minimum of 42 inches from the oven heath per the oven should be at the front of the oven.This will eliminate Uniform Mechanical Codes.(UMC)or 48"per NFPA 96. the chance of air movement or cross drafts beneath the The sides of the exhaust hood must extend a minimum of oven that can disrupt the oven burners. 6"to either side of the oven door opening. Rule 2 There must be a minimum of 3 inches of clearance DO NOT block the flow of air underneath the oven. It is between the hood and any combustible surface. necessary to provide combustion air to the oven burners. See illustration below on hood installation. Airflow MUST be provided through an opening underneath the front of the oven. FIRE SUPPRESSION Rule 3 Check with your local code officials to see if fire suppression is required in your area. If fire suppression is DO NOT install an enclosure around the oven that is open required,you must vent the oven using a Type 1 hood, to the attic at the top.This can result in air movement that constructed and installed in accordance with NFPA 96. can disrupt proper burner operation,and can.cause Forno Bravo offers UL Listed Exhaust hoods for our ovens backward airflow through the burner causing significant that are pre-piped for ANSUL R-102 fire suppression.We damage to the oven. do not recommend aiming any fire suppression nozzles Rule 4 into the cooking chamber of the oven.All installations are DO NOT install an enclosure around the oven chamber subject to the approval of the local authority having that has two air intake openings.Air moving equipment jurisdiction. outside the oven enclosure can create a low pressure IMPORTANT SAFETY CONSIDERATIONS zone that can result in air movement that can disrupt Solid-fuel exhaust contains creosote and other substances proper burner operation.Altered airflow can cause that accumulate in ducting,creating a risk of fire.The rate backward airflow through the burner causing significant damage to the oven. ©Forno Bravo,LLC 2010/11.All Rights Served. Ver. 1.6 11 APPENDIX D D102.2.8 Permanent canopies. Permanent canopies are unless the building is of a type of construction permitted in permitted to extend over adjacent open spaces provided all the fire district. of the following are met: 1. The canopy and its supports shall be of noncombus- SECTION D104 tible material, fire-retardant-treated wood, Type IV BUILDINGS LOCATED PARTIALLY IN THE FIRE construction or of 1-hour fire-resistance-rated con- DISTRICT struction. Exception: Any textile covering for the canopy D104.1 General. Any building located partially in the fire shall be flame resistant as determined by tests district shall be of a type of construction required for the fire conducted in accordance with NFPA 701 after district, unless the major portion of such building lies outside both accelerated water leaching and accelerated of the fire district and no part is more than 10 feet (3048 mm) weathering. inside the boundaries of the fire district. 2. Any canopy covering, other than textiles,shall have a flame spread index not greater than 25 when tested SECTION D105 in accordance with ASTM E 84 or UL 723 in the EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT form intended for use. D105.1 General. The preceding provisions of this appendix 3. The canopy shall have at least one long side open. shall not apply in the following instances: 4. The maximum horizontal width of the canopy shall 1. Temporary buildings used in connection with duly not exceed 15 feet(4572 mm). authorized construction. 5. The fire resistance of exterior walls shall not be 2. A private garage used exclusively as such, not more reduced. than one story in height, nor more than 650 square D102.2.9 Roof structures. Structures, except aerial sup- feet (60 mz) in area, located on the same lot with a ports 12 feet (3658 mm) high or less, flagpoles, water dwelling. tanks and cooling towers, placed above the roof of any 3. Fences not over 8 feet (2438 mm) high. building within the fire district shall be of noncombustible 4. Coal tipples, material bins and trestles of Type IV material and shall be supported by construction of non- construction. combustible material. D102.2.10 Plastic signs. The use of plastics complying 5. Water tanks and cooling towers conforming to Sec- with Section 2611 for signs is permitted provided the structure of the sign in which the plastic is mounted or 6. Greenhouses less than 15 feet (4572 mm) high. installed is noncombustible. 7. Porches on dwellings not over one storyin height,and D102.2.11 Plastic veneer. Exterior plastic veneer is not not over 10 feet (3048 mm) wide from the face of the permitted in the fire district. building,provided such porch does not come within 5 feet (15 24 mm) of any property line. 8. Sheds open on a long side not over 15 feet (4572 mm) SECTION D103 high and 500 square feet (46 m2) in area. CHANGES TO BUILDINGS 9, One- and two-family dwellings where of a type of D103.1 Existing buildings within the fire district.An exist- construction not permitted in the fire district can be ing building shall not hereafter be increased in height or area extended 25 percent of the floor area existing at the unless it is of a type of construction permitted for new build- time of inclusion in the fire district by any type of ings within the fire district or is altered to comply with the construction permitted by this code. requirements for such type of construction. Nor shall any z existing building be hereafter extended on any side, nor 10. Wood decks less than 600 square feet (56 m) where square footage or floors added within the existing building constructed of 2-inch (51 mm) nominal wood, pres- unless such modifications are of a type of construction per- sure treated for exterior use. mitted for new buildings within the fire district. 11. Wood veneers on exterior walls conforming to Sec- D103.2 Other alterations. Nothing in Section D103.1 shall tion 1405.5. prohibit other alterations within the fire district provided 12. Exterior plastic veneer complying with Section there is no change of occupancy that is otherwise prohibited 2605.2 where installed on exterior walls required to and the fire hazard is not increased by such alteration, have a fire-resistance rating not less than 1 hour,pro- D103.3 Moving buildings. Buildings shall not hereafter be vided the exterior plastic veneer does not exhibit sus- moved into the fire district or to another lot in the fire district tained flaming as defined in NFPA 268. d/�� / J a � , � c"`�'�'v"'�J'-�•C V��i. � ItiJ 1�-G�� /�lkJ 618 2012 INTERNATIONAL BUILDING CODE® CITY OF PORT ANGELES 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 5/15/15 Expiration Date . . . . 6/15/15 Parcel Number . . . . . 06-30-00-6-2-0200-0000- Property Address . . . 1026 E 1ST ST PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . MORSES, DW SUBDIVISION LTS1-4& LTS21-26&VC ALY BL125 Property Zoning . . . . COMMERCIAL ARTERIAL Owner . . . . . . . . . PETERSEN EDNA G Contractor . . . . . . TAYLOR MADE CONSTRUCTION LLC 360 460-4271 Application number 14-00001136 000 000 Description of Work COMM REMODEL Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Special conditions . . May 15, 2015 1 : 34 : 10 PM Vne PRovide ADA parking spacetile A bathroom signage/ Complete ADA grtroo / Occupant load signage required for banseat ng area/ Provide wheel stops or ch LPGwa per code. Temp CO for 30 day JI4 Approved . . . . . . . B i VOID UNLESS SI NED BY BUILDING OFFICIAL PREPARED 5/14/15, 9:04:35 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/14/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1026 E IST ST SUBDIV: CONTRACTOR TAYLOR MADE CONSTRUCTION LLC PHONE (360) 460-4271 OWNER PETERSEN EDNA G PHONE PARCEL 06-30-00-6-2-0200-0000- APPL NUMBER: 14-00001136 COMM REMODEL ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS warren , January 30, 2015 3:34:12 PM jlierly. Front entry canopy supports/jll BL3 04 2/25/15 JLL BLDG FRAMING 2/25/15 AP February 25, 2015 8:42:36 AM pbarthol. Warren 460-4271 Entry framing Febr----- G FINAL May 2015 4:35:51 PM jlierly. BLD BL99 01 5/14/15 BLDG FINAL • --- May 14, 2015 8:48:05 AM jlierly. --------------- ----------------------------------------------A t* PERMIT: MS 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----'--------------------------------------------------------------------------------------- ME6 Ol 10/28/14 JLL MECHANICAL GAS LINE y W s 10/28/14 AP October 28, 2014 8:55:19 AM pbarthol. 1v Warren 460-4271 October 28, 2014 1:23:22 PM jlierly. ME1 01 1/20/15 JLL MECHANICAL ROUGH-IN 1/20/15 AP January 20, 2015 10:18:08 AM pbarthol. Warren 460-4271 January 20, 2015 4:12:47 PM jlierly. MGD 01 1/27/15 JLL MECHANICAL GREASE DUCTS 1/27/15 AP January 27, 2015 9:30:13 AM jlierly. January 27, 2015 4:45:15 PM jlierly. ME6 02 2/25/15 JLL MECHANICAL GAS LINE 2/25/15 AP February 25, 2015 8:42:16 AM pbarthol. Warren 460-4271 VFebruary � j//� 25, 2015 4:35:51 PM jlierly. ME99 01 5/14/15 MECHANICAL FINAL ----May 14, 2015 8:48:21 AM jlierly. PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------------------------------------------------------—----- PL1 01 12/15/14 JLL PLUMBING UNDER SLAB 12/15/14 AP December 15, 2014 11:52:36 AM pbarthol. Partial plumbing underslab rough. December 15, 2014 4:10:26 PM jlierly. PL2 01 1/27/15 JLL PLUMBING ROUGH-IN 1/27/15 AP January 27, 2015 9:29:41 AM jlierly. warren 460-4271 January 27, 2015 4:45:15 PM jlierly. PL99 01 5/14/15LL PLUMBING FINAL May 14, 2015 8:48:41 AM jlierly. -------------------------------------- COMMENTS AND NOTES -------------------------------------- Separating Lots of record Separating legal lots of record that have been previously combined into a single tax parcel. If a property owner has a tax parcel consisting of two or more preexisting legal lots of record and said lots have not been combined through a zoning lot covenant and there are no encroachments across the lot lines,and separating the lots will not create a nonconformity,the procedure is as follows: Send an email to the County(Pam Rushton is ok) stating the property owner has requested the lots be separated, and the City is aware and approves of the separation of lots x and xx block x. lot x is zoned (?) and lot xx is zoned (?) That's it. Q.1'1Y ut YUK'1' ELuN hijhb 321 E 5TH STREET P . O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I C A T E O F O C C U P A N C Y T E M P O R A R Y Issue Date . . . . . . 5/15/15 Expiration Date . . . . 6/15/15 Parcel Number . . . . . 06-30-00-6-2-0200-0000- Property Address . . . 1026 E 1ST ST PORT ANGELES WA 98362 Subdivision Name . . . Legal Description . . . MORSES, DW SUBDIVISION LTS1-4& LTS21-26&VC ALY BL125 Property Zoning . . . . COMMERCIAL ARTERIAL Owner . . . . . . . . PETERSEN EDNA G Contractor . . . . . . TAYLOR MADE CONSTRUCTION LLC 360 460-4271 Application number 14-00001136000 000 Description of Work COMM REMODEL Construction type . . . Occupancy type . . . Flood Zone . . . Special conditions . . May 15 , 2015- 1 : 34 : 10 PM Jlierly/' nrestroo PRovide ADA parking space signagtile A bathroom signage/ Complete ADA grab bars / Occupant load signage required for banquet room .and seat 'ng area/ Provide wheel stops or chai LPG appli noes to wa per code . Temp CO for 30 day JLL� Approved . . . . . . . �' % B ing a1 VOID UNLESS SIGNED BY BUILDING OFFICIAL w a ,� t