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322 Addison Ave W Permit File
Site Plan , United Oil _=�. Legend Robert Reeder/Lytle Signs 322 Addison Ave W PO Box 305 - --- ----- Twin Falls, ID 83303 • - �~ • • � • ~mot •i - r ' 25' k4l new signs on fuel canopy, new ACM with LED li htbar 5'1 ' ' onta _ _ � � j � CITY APPROVED PLANS Reviewed for Code Compliance 1-�� • PLANS MUST BE ON JOB SITE - FOR ALL INSPECTIONS ��� PG 1 of 3 Site Location Sign Layout United Oil CANOPY TO USE Robert Reeder/Lytle Signs 322 Addison Ave W PO Box 305 Twin Falls, ID 83303 EXISTING PIERS Twin Falls, ID 83303 AND FOOTINGS MLA Fascia Height 36" � All corners must be I 12" x 12" of white :BUILDING - — -- --- -- Mounting Surface Dimensions 36" Miarathon Screen Print ACM 1 , 4) 15" Marathon LED Channel letters co 12.30 SQ FT per sign Red LED illuminated light band 25' CN 0 LM— am tin- low, - CITY APPROVED PLANS 1FT ADDISON AVE Reviewed for Code Compliance I I 3" PLANS MUST BE ON JOB SITE ROAD FOR ALL INSPECTIONS fiW I MA G Letter Size Part # Fascia Height Total "Marathon" Length (G) L 1Fr 12" MA4013LD.OID 30" - 32" 98 1,/2" . Illuminated using LED's. 15" MA4015LD.OID 34" - 38" 118 178. • Low voltage wiring. 18" MA4018LD.01D 40" - 44" 137 7/8" 20" MA4021LD.OID 46" - 48" 157 5/8" Page 2 of 3 PG 2 of 3 CONSTRUCTED AND LABELED IN ACCORDANCE WITH U.L. & N.E.C. REQUIREMENTS. . 188" TRANSLUCENT ACRYLIC SHEET CLASS II LED DRIVER L 12 / 24V DC ` OUTPUT ISOLATED SERVICE 7 DISCONNECT. LED MODULES (POWER BY OTHERS) 10 3/16 TECH SCREWS INTO STRUCTURAL MEMBERS *OPTION HOLLOW WALL ANCHOR 00 .050 ALUMINUM THRU WALL SHEETING. CHANNEL & BACK *OPTION TAPCON ANCHORS IN MASONRY CONSTRUCTION. DETERMINED BY WALL CONSTRUCTION ' INDIVIDUAL MOUNTED LETTERS CITY APPROVED PLANS REMOTE POWER S U P P L I E S Reviewed for Code Compliance PLANS MUST BE ON JOB SITE PG3of3 FOR ALL INSPECTIONS VARIOUS AUG. 10, 2018 MLS VARIOIUS NONE Page 3 of 3 CITY OF 'TWIN FALLS F� � SIGN INSPECTION RECORD A<F ?�0 SeRV Permit #: 21-2896 Address: 322 Addison Ave W Project Type: SIGN Description of Work: 4 illuminated signs for canopy Owner: Contractor: Lytle Signs Inc Phone: Phone: 208 733-1739 State Registration #: RCE-11922 Inspection(s) Required Date Ins ector 1. Set Backs/Footing 2. Foundation 3. 4. CNo Inspection Required INSPECTION HOT LINES (AVAILABLE 24 HOURS A DAY) Inspections for same day inspection need to be called prior to 7:30 AM that day Building Inspection 208-735-7333 TF Building Department Office 208-735-7238 COMPLIANCE CERTIFICATION The undersigned installer hereby certifies that the sign(s) covered by Building Permit# 21-2896 were installed in accordance with the approved plans and provisions applicable to this project and Building Permit. Address: 322 Addison Ave W Installer: Date: Sign Company Representative: Please return this form within 5 working days of completion to the City of Twin Falls Building Department, 203 Main Ave E,2nd Floor or buildingfaxAtfid.org. MWI Site Plan , United Oil =�. Legend . ` yµ Robert Reeder/Lytle Signs 322 Addison Ave W PO Box 305 - --- ----- Twin Falls, ID 83303 �~ • • � • ~mot •i - r ' 25' (4) new signs on fuel canopy, new ACM with LED li htbar 5'1 ' ' _ 1 onta PG 1 of 3 Site Location Sign Layout United Oil CANOPY TO USE Robert Reeder/Lytle Signs 322 Addison Ave W PO Box 305 Twin Falls, ID 83303 EXISTING PIERS Twin Falls, ID 83303 AND FOOTINGS MLA Fascia Height 36" � All corners must be I 12" x 12" of white :BUILDING - — -- --- -- Mounting Surface Dimensions 36" Miarathon Screen Print ACM 1 , 4) 15" Marathon LED Channel letters co 12.30 SQ FT per sign Red LED illuminated light band 25' CN 0 CN #tin- - --- - - low. ADDISON AVE I I 1FT 3. IF ROAD rMjW1�I�N G Letter Size Part # Fascia Height Total "Marathon" Length (G) L 1FT 12" MA4013LD.01D 30" - 32" 98 1,/2" . Illuminated using LED's. 15" MA4015LD.OID 34" - 38" 118 178. • Low voltage wiring. 18" MA4018LD.011D 40" - 44" 137 7/8" 20" MA4021LD.OID 46" - 48" 157 5/8" PG 2 of 3 CONSTRUCTED AND LABELED IN ACCORDANCE WITH U.L. & N.E.C. REQUIREMENTS. . 188" TRANSLUCENT ACRYLIC SHEET CLASS II LED DRIVER L 12 / 24V DC ` OUTPUT ISOLATED SERVICE 7 DISCONNECT. LED MODULES (POWER BY OTHERS) 10 3/16 TECH SCREWS INTO STRUCTURAL MEMBERS *OPTION HOLLOW WALL ANCHOR 00 .050 ALUMINUM THRU WALL SHEETING. CHANNEL & BACK *OPTION TAPCON ANCHORS IN MASONRY CONSTRUCTION. DETERMINED BY WALL CONSTRUCTION ' INDIVIDUAL MOUNTED LETTERS REMOTE POWER SUPPLIES PG3of3 VARIOUS AUG. 10, 2018 MLS VARIOIUS NONE Of TM CITYFAU S City of Twin Falls Planning &Zoning Department S 324 Hansen Street East Phone:208-735-7267 o P.O.Box 1907 Fax:208-736-2256 =E4 Twin Falls, ID 83303-1907 www.Md.org Sign Permit Application PROJECT INFORMATION Project Address: 322 Addison Ave W Phone#: 208-733-5066 Businessfrenant using space: United Oil Describe the#and types of install(4)fuel canopy signs on new canopy fascia and LED lightbar on Estimated $16329.00 signs propose: fascia Value$ , PROPERTh"OWNER INFORMATION CONTRACTOR INFORMATION Name: Franklin United Inc Business Name: Lytle Signs Address: PO Box 5159 Address: PO BOX 305 City,State,zip: Twin Falls, ID 83303 City,State,zip: Twin Falls, ID 83303 Phone: 208-733-7033 Phone: 208-733-1739 Email: 'eff ri unitedoil.net Email: robert@lytlesigns.com State Registration# RCE-11922 2114/22 &Expiration Date: Current Signage: Sign# Type Illuminated Dimensions Height Location replacing existing, Proposed Signage: Sign# Type Illuminated Dimensions Height Location 4 signs canopy internal LED 15"x 118 1/8" 16 install on North,South,East and West elevations of fuel canopy SIGN PERMIT APPLICATION MINIMUM REQUIREMENTS ❑ 1.-Two(2)copies of documentation submitted. ❑ 2.-Signs drawn to scale and dimensioned;attach a color rendering that represents the actual sign(s). ❑ 3.-Site Plan-scaled,showing: ❑ North arrow and scale. ❑ Right of way. ❑ Dimensioned location of proposed and existing ❑ Dimensions from outer edge of sign and/or sign(s)on property. foundation to back of sidewalk and/or face of ❑ Street frontage dimensions and all street names. curb. ❑ Dimensioned property lines. ❑ Dimensions of wall(s). ❑ Existing and proposed buildings. ❑ 4.-Sign Elevations,showing: ❑ Dimensions,locations,and orientation for every ❑ Face,pole covers,non-lettered areas,base,poles, sign,existing and proposed. and non-lettered symbols. ❑ Height of sign from ground. ❑ Projection of sign. ❑ 5.-Foundation details for all free-standing signs. ❑ 6.—Completed application form. I certify that the value&scope of work provided abo% ?et st accura 'lable at this time: Robert Reeder 6/25/21 Print Name Sign: Date CIT V OF 'W FALLS CITY OF TWIN FALLS Building Inspection Department Mechanical Electrical Plumbing Permit Application Phone:208-73S-7238 ,� 324 Hansen Street East Fax:208-736-22S6 `•_ •` P.O.Box 1907 Email:buildingfax@tfid.org •+�� Twin Falls,ID 83303-1907 www.tfid.org PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: Name: United Franklin Inc Business Name: Lytle Signs Address: PO Box 5159, Twin Falls ID 83303 Address: PO BOX 305 Phone.. 208-733-7033 City,State,zip: Twin Falls, ID 83303 Phone: 208-733-1739 PROJECT ADDRESS: Email: robert@lytlesigns.com 322 Addison Ave W Ucense/Registration# &Expiration Date: ELE-C-38919 6/30/22 PLEASE CHECK APPRORIATE BOX PERMIT TYPE: ❑Mechanical(MECH) Electrical(ELEC) ❑Plumbing(PLUM) New Residential(MEP—NEWRES) ❑ New Commercial(MEP—COMM) New Residential Sq.Ft. U Other Commercial(MEP—COMM) (must be provided:include main floor,upper floor(s),& (Wiring for Signs or Temp Power under 200 amps) basement sq/ft) ❑Commercial Solar Installation/Hood Systems/Grease Trap or Sump ❑Other Residential(MEP—OTHER) (Plans&Plan Review Required—See Below) • Residential Solar Install/Hood Systems/Sump(See Below) 500.00 ❑Small Residential(MEP—SMALL) Commercial Project Value Project Value ($SOO&under) (must be provided for any commercial job) Description of Work(must be filled out or application will not be processed):Hook up existing electrical to (4)fuel canopy signs New Residential includes(1 and 2 family dwellings): Flat fee is based on the floor area of the home including finished and unfinished basements, but excludes garages and covered patios. 0—2,500 sq.ft.=$120 2,SO1—4,000 sq.ft.=$155 4,001+Sq.Ft.=$200 Other Residential Installation:Includes but is not limited to re mode l/addition/retro-fits HVAC installations,temporary electrical service under(200 amps),electrical wiring for spas,hot tubs,hydro massage tubs,swimming pools,space heaters and air conditioners,sewer/water line installation/repair=$SO Small Work Permit:Small Work its defined as a job with a total cost that does not exceed$SOO. Small Work does not include any job with a specifically designated fee. Small Work includes,regardless of total cost,the installation of:residential water heaters up to 100 gallons,water softeners and other single unit appliances,backflow devices,bath fans,dryer ducts,extensions of forced supply and return ducts up to 2S feet,and power turn on after 1 year=$10 Commercial(includes 3 or more family dwellings):Fees for all work based on the total value of all work performed(including contract price,change orders,overhead,profit,and owner supplied equipment). • $SOO or less: $10.00 • $501—$10,000:(project value x$0.02)+$60 • $10,001—$100,000:((project value-$10,000)x$0.01)+$260 • $100,001 or mor • pr ct aloe-$100,000)x$O.00S)+$1,160 *I certify t tphel(e scope of work provided are the most accurate available at this time. 6/25/21 *Signature of App ica *Date Other Commercial Installation:Including mporary construction electrical service(under 200 amps)and electrical wiring for installation of signs and outline lighting=$SO PLAN REVIEW REQUIRED FOR THE FOLLOWING: Solar Installations:Provide plan(s)showing location on roof,roof access,loads,&connection details;manufacturers installation instructions;and if the roof load is>S Ibs installation instructions and engineering showing roof will support the load(building permits will be needed if changes to the roof are required). Hood/HVAC Sv5tems:Hood equipment to be listed&labeled from hood manufacturer or engineered(See brochure). Grease Trap/Sump/Combination Waste&Vent Systems:Provide drain design&sizes,calculations,and site plan if applicable.Need to be listed by manufacture or engineered. *Signature and date required for declared project value. STORAGE FLAMMABLE / COMBUSTIBLE LIQUID IN FALLS FIRE DEPARTMENT IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN FALLS CITY FIRE CODES AND ORDINANCES, IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIANCE WITH THE SAME. THIS PERMIT IS NOT TRANSFERABLE. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS. APPEALS SHOULD BE ADDRESSED TO FIRE CHIEF RON CLARK AT 735-7231 OR CITY MANAGER TRAVIS ROTHWEILER AT 735-7272 . Special Provisions: Permit Date: September 28, 2015 Permit Number: 09282015 Property Address: 322 Addison Avenue West, Twin Falls, ID 5301 Owner: United. Oil Phone: (20S) 733-7033 Address : P.O. BOX 515 Twin Falls, ID 83301 Contractor: Leonard Petroleum Equipment Phone: (208) 733®3511 Address : 1859 Highland Avenue East Twin Falls, ID 53301 WORK DESCRIPTION [X] New installation (underground storage tank) $120. 00 [] New installation (aboveground storage tank under 1100 gallons) $50.00 [] Alter, modify, repair existing tank $50 .00 [] Remove, abandon, place temporarily out of service $25. 00 Total Permit Fee: $120.00 CK#23835 PAID IN FULL TANK REMOVAL INFORMATION Destination of tank (s) : Method of disposal of tank (s) : Fire Department Official Date CITrX 7 Office of FIRE CHIEF TWIN FALLS FIRE DEPARTMENT 34.5 SECOND AVE. EAST TWIN FALLS, ID 83301 ` PHONE (206)735-7236 FAX (208)733-3146 S RVI E-mail: www.ffid.org TWIN FALLS FIRE DEPARTMENT FLAMMABLE f COMBUSTIBLE LIQUID TANK AND EQUIPMENT PERMIT APPLICATION Owner dame Al r rJ 1 G- Address _ x .SOS' d rt) t,S t 35a3 Phone No. Z0 m 73Y- 7035 Contractor Name G 0 re z_ y Address /9 S-,? - ®j �5. < , Q/�) p J 6 33®t Phone Number Z68 - 7 - 1I The City of Twin Falls requires that a permit be obtained to install, alter, remove,place temporarily out of service, or otherwise dispose of any flammable and or combustible liquid tank and equipment. An investigation fee, equal to the amount of the appropriate fee, shall be assessed if construction has been prior to obtaining said permit. Please refer to permit requirements handout for minimum plans necessary to make application. Legal description of property and address where work will be performed: m®r-e-iJ &I L Z-Z Avvij a c.S 1 1 New Installation Submit two sets of plans as per the permit requirements with this application Alter Remove Abandon Place Temporarily Out of Service Submitted By Date Received By ='� Date ti 1 PERMIT APPTOVAL CHECKLIST 1. Zoning Code Review: Approved Yes No Date. I Int. a. Proper Zone b. Special Use or Variance x 'q C. Setbacks/Lot Size d. Setbacks j Highway District X A e. Screening ` f. Off Street Parking g. Landscaping x H Other Lx- 2. Engineering Code Review: Approved Yes No Date. Int. a. Drain/Irrigation T b. Flood Zone T C. Issue Addressx ' 3. Fire Department Review: Approved Yes No Date. Int. a. International Fire Code - b. International Building Code $`Y 2 ��AC �0 TWIN LL FIRE DEPARTMENT FLAMMABLE/COMBUSTIBLE Under and Aboveground Storage Tank and Equipment Permit Requirements The City of Twin Falls requires that a permit be obtained to install, alter,remove,place temporarily out of service, or otherwise dispose of any flammable and combustible liquid tanks. An investigation fee, equal to the amount of the appropriate fee,shall be assessed if construction has been prior to obtaining said permit. New Installation: Submit two (2) sets of plans as required for permit applications. 1. Complete a plot plan drawn to scale with the following information. a. Forth arrow b. Scale of drawing C. Legal descriptions d. Owner's name, address, and telephone number e. Property line and lot dimensions f. Streets g. Setbacks from property lines,front, sides, rear,tanks and pumps and buildings h. The location of all buildings on the property showing the relationship to tank locations and pump locations . i. Details and specifications on the proposed type of corrosion protection j. Details and specifications of piping and swing joint materials k. Dimensions and capacity (gallons)of tank(s) Alterations,Abandonment, Place Temporarily Out of Service for Existing Installations: Two (2) sets of the following are required for permit applications. 1. Owner's name, address and telephone number(s). 2. Details and specifications of items to be altered, abandoned,or placed temporarily out of service. 3 / ^ ^ Removal of Existing Tanks: 1. Address oftenkb\ locations. 2. Number and size oftank(s)tnberemoved. 3. Destination of removed tank(s). 4. Method oftank(s) disposal. Permit Fee Schedule: New installation $ 120.00 New installation, above ground storage tank under 11UUgallons < 50.00 Alter, modify, repair existing tank orequipment A 50.00 | | Remove, abandon, place temporarily out ofservice $ 25.00 The permit includes two (2) inspections. Additional inspections will cost an additional$25.00 per inspection. Tank Removal Destination of tank(s): Method ofdisposal of Items to be altered, b d d | d temporarily out of service: 4 i SOT . . . TWAiC r , f ----- A A) lu �. r, . 7 3 7 0 3 a � Y .O- N p b � O 0-4 0 7n aoz to �.0 o°ow I N mom U1 0 m E V _3 o Z ® a e(0 b o ° °P' a Y Z a H Q Vl J Z m W � �N O Z O O O O w oro O a } M a � o m d M M (C m N m N N \ �- gg \ w cn - O] N M W U � z v � Z O M O w r- 4 Q' ry Q G W M Y \ N K � U W N O 3 U U1 4 Z S U a - (n S � u w z �� Y - to W K Q F a � � U o z z z z U U z O a a in a Z o U Q O O z U J n Z a i- z� � ¢ � a z d. Q a O Z O W Z Z N N O 4 O } d � OOO��Og \d \ �Tv C-1m LE6m§ y/P21 Vie 2 t ƒi+%ƒI ,VIC ym 0 CsA «m omp Gm mm? ! n @ Gmia y 7:z ` • 2��7 R202 ® i0NA RD PETROLEUM EQUIPMENT . ` 23835 City G Twin Fa+ 9/25/2]5 United Oil on Addison 12E$0 W+& Fargo Bank Nor Underground Tangy for Uni! d Oil 120.00 N, _r l j'�it. �t�� l • L_. r D17C 1 0 2015 �4 / -t- 'CITY r S o. 1 rc z; l 7y e a c ,� IILXI r 1 S O!L '9i I rl . i Ol i "' P SI. ,�9` 4 tl J`*�•'' l �' 'tik l�trc II .� y ltl us. ( c33ot qq W f Di 1 � 041-6 Ex,sriNG L-I MT 130t rav'r r.ti1Cr f1AzA¢ acT,cJQ�cq Building Plans have been reviewed and approved C ci s I. 0,,v i/ ` All construction Subject F/.4zA e?C,tt .4f?6-4 Po Field Inspection Page— Date CITY OF Project Type: Commercial Building Permit PV1N FALLS� Applied Date: 02/17/2017 Permit Type: Commercial Demolition Permit " �: Issued Date: 02/17/2017 OA<41 OC SeR V 1NG Permit No.: 17-0379 Address: 348 ADDISON AVE W Owner Name: United Oil Contractor: Doug Mccoy Construction Inc 220 Eastland Dr S 1646 Eldridge Ave Twin Falls ID 83301 Twinfalls ID 83301 208-733-7033 Phone: 208 733-2585 Contractor License/Registration# RCE-26441 Permit Information Description of Work Interior Demo Property Location In City Limits Y Number of Units 1.00 Building Total Sq.Ft. 0.00 Project Value 18.000.00 Impact Fee Type N/A Fee Date Description Qty/Hrs Fee City Amount Total Waived 02/17/2017 Demolition Commercial Fee No 42.00 42.00 Total Fees: 42.00 Payment Amount: 42.00 Amount Due: 0.00 This permit is not transferable(between contractors)and becomes null and void if work is not commenced within 180 days or is abandoned for a period of 180 days. Property Owners: By signing this form you are certifying that you are the legal owner and will personally perform the work covered by this permit. You recognize that this permit is only valid for the work on a primary or secondary residence and associated outbuildings not used for commercial purposes. By signing this,you accept responsibilitly for all work being performed,and understand that all work must be inspected by the City of Twin Falls, Building Department. Any work in the right-or-way requires a seperate permit from the Engineering Department. Please contact them at 208-735-7248. Inspection Line Phone Numbers: Bujlding: 08-735-7 ctrical:208-735-7235 Mechanical:208-735-7289 PI bing:208-735-7299 Signature: �/ Date: CITY OF T%VIN FA" Fire Department: 208-735-7290 -� City of Twin Falls Planning &Zoning: 208-735-7267 Building Department Building Department: 208-735-7238 o`er 324 Hansen Street East Fax: 208-736-2256 P.O. Box 1907 www.tfid.org Twin Falls, ID 83303-1907 SeAv�N� Demolition Permit �a Commercial ❑ Residential PROJECT INFORMATION Project Address: t Project Value: S PROPERTY OWNER INFORMATION CONTRACTOR INFORMATION Name: ur.J n 1 Business Name: Address: Le.S Address: y. El City,State,Zip: �N P g33d City, State,Zip: TL,i U F 11s 733 O Phone: _ _ 3 Phone: ab --]33-dSFSS Email: r0� @ N Email: d Wl CGc� O7M C Go►a State Registration# &Expiration Date: Complete and Answer All Questions 1. What is the structure being removed? J QP—,IIA 2. An asbestos certificate is required for structures older than 1975. Is asbestos present? 51 Yes ❑ No(if yes,provide certificate) 3. Is the building being partially demolished?�tl Yes ❑ No Does it have a basement? ❑ Yes;l No 4. What are the future plans for the site? 5. How will the site be protected for safety? 6. The City requires a pre-approved Traffic Control Plan for any work being done within or impacting the City Right-of- Way. Contact City Traffic technician Mike Sullivan at 735-7254 or 308-7254 7. Have the following been disconnected or abandoned? How? Gas/Propane )J o Electrical Electrical City Water/Well S h u q o:E1C 41 M5 T 6& 8. Is structure in the city's Warehouse Historic Overlay District or a historical site? ❑ Yes A No 9. Have you received a copy of Twin Falls County Chapter 2 Solid Waste Ordinance?P Yes J9 No 10. Have you received a copy of the EPA Asbestos Information? ❑ Yes ❑ No Notes * All concrete is to be removed unless structurally sound and planned to be re-used. * Soil may need a compaction test if a new structure isn't built upon native soil. * Please consult the Solid Waste Ordinance in Twin Falls County Code(4-2)for disposal of solid waste. * Please review and complete the EPA's asbestos Notification of Demolition and Renovation form(to be submitted to EPA) As the Owner/Applicant/Contractor I hereby certif},that I have read and e.Yamined the above application and checklist, and that all of the information provided and items checked are included as part of the initial permit application submittal and are tru he best of my knowledge. Signature Date COLUMBIA TECHNICAL SERVICE PO Box 166 • BLISS, IDAHO 83314 • (208) 490-1284 FEBUARY 3, 2017 ASBESTOS INSPECTION - OLD WESTADDISON CAFE 348 Addison Avenue West Twin Falls, Idaho 83301 For Doug McCoy Construction 1646 Eldridge Avenue Twin Falls, Idaho 83301 Columbia Technical Service arrived on the site Febuary 2, 2017 to take bulk asbestos samples of suspect material in the building. This building is scheduled for renovation. Columbia Technical Service took seventeen (17) bulk samples as follows: Sample 348-01 2X4 Ceiling tile Rear No asbestos detected Sample 348-02 2X4 Ceiling the Rear No asbestos detected Sample 348-03 2X4 Ceiling the Rear No asbestos detected Sample 348-04 1X1 Ceiling the Front No asbestos detected Sample 348-05 Sheet vinyl flooring Front 20% Chrysotile Asbestos Sample 348-06 Sheet vinyl flooring Front No asbestos detected Sample 348-07 A Leveling material Front No asbestos detected Sample 348-07 B Leveling mastic Front No asbestos detected Sample 348-08 1X1 Ceiling the Front No asbestos detected Sample 348-09 A Leveling material Front No asbestos detected Sample 348-09 B Leveling mastic Front No asbestos detected Sample 348-10 A Sheet vinyl flooring Wall No asbestos detected Sample 348-10 B Sheet vinyl mastic Wall No asbestos detected Sample 348-11 A Sheet vinyl flooring Cooler No asbestos detected Sample 348-11 B Sheet vinyl mastic Cooler No asbestos detected Sample 348-12 A Sheet vinyl flooring North storage No asbestos detected Sample 348-12 B Sheet vinyl mastic North storage No asbestos detected ASBESTOS CONTAINING MATERIAL (ACM) FOUND BY THIS INSPECTION: Sheet vinyl flooring (brown) Front half of building Category 1 Approx. 680 SF. The above sheet vinyl which is Category 1 material will have to be removed by a Certifited Asbestos Abatement Contractor prior to renovation. About one half of the sheet vinyl is covered with ceramic tile. The ceramic tile is non-asbestos. The Asbestos Abatement Contractor will have to file a Renovation Notification to the EPA at least 10 working days prior to renovation. The following enclosures are included with this report: Copy of Laboratory report from MSE. Accreditation from Robert Johnson for Asbestos Inspector. Robert T Johnson - Owner Columbia Technical Service ��— 1831 Willlamson Court-Suite 100 o Louisville,KY 40223 i Phone(502)244-7135 a(800)841-0180 o FAX(502)244-7136 Specialists in Microanalysis E-mail:customerservicet)mselabs.com Website:wwwrnselabs.com Date: February 1,2017 Attention: Robert Johnson Columbia Technical Service Subject: Analysis of bulk samples for asbestos mineral fibers by Polarized Light Microscopy(PLM) with Dispersion Staining (EPA/600/R-93/116) RE: MSE-P217CTS 348 Addison Project Dear Mr. Johnson: McCall & Spero Environmental, Inc. has completed the analyses of the bulk samples we received from your offices on February 1, 2017. These samples represent the bulk samples from the 348 Addison Project. The PLM bulk analysis was performed according to the "Method of the Determination of Asbestos in Bulk Building Materials", R. L. Perkins and B. W.Harvey(EPA/600/R-93/116). The results for the seventeen (17) samples are summarized in the following report. Please note that for samples consisting of two or more distinct components, each component is analyzed and reported individually(EPA 40 CFR Part 61 [FRL-4821-71]). Thank you for consulting McCall & Spero Environmental, Inc. Should you have any questions concerning these results, please contact our office. Sincerely, Kevin R.Bean,B.A. Laboratory Director SUMMARY OF PLM BULK ANALYSIS RESULTS Page I Project Name: 348 Addison Project McCall & Spero Environmental Project No. MSE-P217CTS MSE f, SAMPLE# ASBESTOS OTHER FIBROUS %NON-FIBROUS P2I7CTS- DESCRIPTION TYPE&% MATERIAL&% MATERIAL COLOR 948-01 Cellulose/70% 001 Ceiling Tile ND Glass/20% 10% Gray 348-02 Cellulose/70% 002 Ceiling Tile ND Glass/20% 10% Gray 348-03 Cellulose/70% 003 Ceiling Tile ND Glass/20% 10% Gray 348-04 Cellulose/70% 004 Ceiling Tile ND Glass/20% 10% Gray 348-05 005 Sheet Vinyl CH/20% Cellulose/30% 50% Brown 348-06 Cellulose/30% 006 Sheet Vinyl ND** Glass/20% 50% White 348-07 (A) 007 (A) Leveling Compound ND Cellulose/5% 95% White 348-07 (B) 007 (B) Mastic ND** Cellulose/3% 97% Yellow 348-08 Cellulose/70% 008 Ceiling Tile ND Glass/20% 10% Gray 348-09 (A) 009 (A) Leveling,Compound ND Cellulose/5% 95% White 348-09 (B) 009 (B) Mastic ND** Cellulose/3% 97% Yellow 348-10 (A) Cellulose/20% 010 (A) Sheet Vinyl ND** Glass/20% 60% VtiUte 348-10 (B) 010 (B) Mastic ND"k Cellulose/3% 97% Tan 348-11 (A) Cellulose/20% P01 1 (A) Sheet Vinyl ND** Glass/ 10% 70% Gray 348-11 (B) Cellulose/3% 011 (B) Mastic I ND** Glass/2% 1 95% Brown McCall 8z; Spero Environmental, Inc. SUMMARY OF PLM BULK ANALYSIS RESULTS Page 2 MSE 9 SAMPLE# ASBESTOS OTHER FIBROUS %NON-FIBROUS P217CTS- DESCRIPTION TYPE&% MATERIAL&% MATERIAL COLOR 348-12(A) Cellulose/40% 012 (A) Sheet Vinyl ND` Glass/ 10% 50% White 348-12 (B) 012 (B) Mastic ND** Cellulose/5% 95% Yellow NOTES: ND=None Detected CH=Chrysotile A=Amosite AC =Actinolite CR=Crocidolite AN=Anthophyllite TR=Tremolite For samples consisting of separate components, each component is analyzed and reported separately. Results apply only to items tested. Quantification is accurate to within ± 10%. Results from this report must not be reproduced, except in full, with the approval of McCaIl & Spero Environmental, Inc. This report must not be used to claim product endorsement by NVLAP or any agency of the U.S. Government. ** EPA recommends that bulk materials found negative for asbestos or less than one percent asbestos by polarized light microscopy that fall into one of five dominantly nonfriable categories be reanalyzed by an additional method, such as transmission electron microscopy. (EPA Notice of Advisory, FR Vol. 59, No. 146 &Test Method EPA 600/R-93/ 116). Analyst: Kevin R. Bean, B.A. McCall 8s Spero Environmental, Inc. 1831 WOamsan Court o SOL-100-LoL syNE�KY4=3 /1 ^-o�' •• ----`.�•1b_�n St Phone(502)244 7135 o(800)841-0180 aFAX(502)244-7136 Specialists m Micrnanatys� E 7 custoi»er LJnselahscom o websrd:V/wvlmselkb&com BULK SAWLLt CHAIN OF CUSTODY FORM Cozowny: Columbia Technical Service Telephone# (208)490-1284 Fas—7r. e-maf1 Contact: Robert Jqjmson, Crrnt Project N 1mr: Relinquished by: Lv �v�- Date: / / 7 Time: Written Report To: Columbia 'cal Service,PO Bos 146,Bahl,Idaho 83316 Project dame: &ti ,)AI Turn-Around(Circle One): me Day 24 Hoar 2-3 Day 4-5 Day Weekend Rush After Hour Rash -Analysis Renested Circle One. PLM Bulk sis-i TIEM Qualitative Arml TEW td2hvz 4-5 Da For Laboratory Use&* MSE Praject# C- Method: EPA1600/R-93/116 Samples Received by: 1— Date: ��I/( � Time: rClienf Ss Location Sample Description Sampled By NuNumberer G �- i N N N i i L7 (Z ru h. U1 %D i 4 � i Q/ OJ O Y i� U Ln (O �6 U z W Oai J C O Q) N X Q z W a� of j 0. N Ov L 0 0 _oLO x x N +, x V ru v E v t 0 a a �— ra 0 '� Li v � ry V) O (31 W w a' ro a) Q i C m Q-0- m o En — p a) -0 - D V E N a ._ tw I..L ar) N - C (B M N a V � m Ln (-� E, m Ln v Ln �—' i m W� v CERTIFICATE OF OCCUPANCY City of Twin Falls Building Department This document certifies that all or the portion(s) of the building or structure constructed under the permit number listed below has been inspected for compliance with the 2012 International Building Code and local laws/ordinances. This document is limited to the work specified in the permit, and shall not be construed to apply to portion(s) of the building or structure beyond the scope of the permit. Issuance of this certificate shall not be construed as an approval of any violation(s) of the provisions of this code or other laws/ordinances of this jurisdiction. Permit# 17-1965 Business Name: United Oil Location: 348 Addison Ave W Description of Work: Interior&Exterior Remodel Automatic Sprinkler System Yes No X Is Automatic Sprinkler System Required Yes No X Occupancy Classification M Type of Construction V-B Zoning C-1 Occupant Load 61 Owner United Oil Address 220 Eastland Dr S, Twin Falls,ID 83301 Contractor Don Anderson Construction,Inc Address 2328 Eldridge Ave,Twin Falls,ID 83301 Building Inspector Date Fire Inspector Date Code Compliance Officer Date Engineering Dept Date POST IN A CONSPICUOUS PLACE Jarrod Bordi,Building Official Date (or authorized agent) CITY OF Project Type: Commercial Building Permit 'I'VVIN FAMS Applied Date: 07/18l2017 Permit Type: Commercial Remodel i Issued Date: 08/21/2017 o �I'i t11 <FOA '"_ a oa SeR V iNG Permit No.: 17-1965 Address: 348 Addison Ave W Owner Name: United Oil Contractor: Don Anderson Cons Inc 220 Eastland Dr S 2328 Eldridge Ave Twin Falls ID 83301 Twinfalls ID 83301 208-733-7033 Phone: 208 734-2164 Contractor License/Registration# RCE-2019 Permit Information Description of Work Interior&Exterior Remodel Property Location in City Limits Y Lot Number -- - _ 1 Block Number _ _ 3 Subdivision Name Holohan Add_ Number of Units 1.00 _ Sq.Ft.First Floor 3572 Sq.Ft.Second Floor _ Sq.Ft.Basement Finished Sq.Ft.Basement Unfinished Sq.Ft.Garage _ Sq.Ft.Patio Building Total Sq.Ft. 3,572.00 Project Value 400,000.00 Impact Fee Type N/A - Fee Date Description Qty/Hrs Fee City Amount Total Waived 07/18/2017 Permit Fee Commercial City 400,000.00 No 2,395.00 2,396.00 07/18/2017 Plan Review Fee Comm.City No 1,556.75 1,556.75 Total Fees: 3,951.75 Payment Amount: 3,951.75 Amount Due: 0.00 This permit is not transferable(between contractors)and becomes null and void if work is not commenced within 180 days or is abandoned for a period of 180 days. Property Owners: By signing this form you are certifying that you are the legal owner and will personally perform the work covered by this permit. You recognize that this permit is only valid for the work on a primary or secondary residence and associated outbuildings not used for commercial purposes. By signing this,you accept responsibilitly for all work being performed,and understand that all work must be inspected by the City of Twin Falls, Building Department. Any work in the right-or-way requires a seperate permit from the Engineering Department. Please contact them at 208-735-7248. Inspection Line Phone Numbers: Buil ing:�208-735-7333 E ectrical: 208-735-7235 Mechanical:208-735-7289 Plumbing:208-735-7299 Signature: '�" Date: r CITY OF TMN FALLS Project Type: Commercial Building Permit Applied Date: 07/18/2017 Permit Type: Commercial Remodel Ot OA<� Q�0 SeRv�NG Building Permit Application Address: 348 Addison Ave W Permit No.: 17-1965 Owner Name: United Oil Contractor: Don Anderson Cons Inc 220 Eastland Dr S 2328 Eldridge Ave Twin Falls ID 83301 Twinfalls ID 83301 208-733-7033 Phone: 208 734-2164 Contractor License/Registration# RCE-2019 Permit Information Property Location in City Limits Y Lot Number 1 Block Number 3 Subdivision Name Holohan Add Number of Units 1.00 Sq. Ft. First Floor 3572 Building Total Sq. Ft. 3,572.00 Project Value 400,000.00 Impact Fee Type N/A Fee Date Description Qty/Hrs Fee City Amount Total Waived 07/18/2017 Permit Fee Commercial City 400,000.00 No 2,395.00 2,395.00 07/18/2017 Plan Review Fee Comm. City No 1,556.75 1,556.75 Total Fees: 3,951.75 Payment Amount: 0.00 Amount Due: 3,951.75 Building Permit Application Only - This is not an approved permit This application is not transferable and becomes null and void if work is not commenced within 180 days. Property Owners: By signing this form you are certifying that you are the legal owner and will personally perform the work covered by this permit. You recognize that this permit is only valid for the work on a primary or secondary residence and associated outbuildings not used for commercial purposes. By signing this, you accept responsibilitly for all work being performed, and understand that all work must be inspected by the City of Twin Falls, Building Department. Signature: Date: City of Twin Falls Building Department 324 Hansen Street East Phone:208-735-7238 P.O.Box 1907 Fax:208-736-2256 e Twin Falls,ID 83303-1907 www.tfid.org Commercial Building Permit Application Type of Permit Requested Date Received: OCommercial Site Plan-Buildable Lot Land Use: D New Complete Building DMulti-Family(3 or more units) Number of Units ❑Shell Building-No Interior walls(no occupancy) MAddition Sq.Ft. �5 7;z ❑Shell Building-with:nlenor walls(no occupancy) emodel Total Cubic Feet " ❑Tenant Improvement in Shell Building Other ("Fire District Only") PROJECT INFORMATION Project Address: 3yA Ar LMAI AVE-- (11 Subdivision: Business/Tenant using space- M 1TEO I'DL L Lot/Block: Phone: Parcel M 3 PROPERTY OWNER INFORMATION CONTRACTOR Name; _ Business Name: vr!lt r Address: J Address: City,Slate,Zip13 30 City,State,Zip: % ` 5 O Phone: 908 - 13 3 3 Phone: - L Fax- Fax: 909- _ Email: Email: State Registration fi &Ex iration Date: ARCHITECT INFORMATION ENGINEER INFORMATION Business Name: Business Name: Contact Name: Contact Name: aRy 13&W u Address: Address: (nW AL (a LLa-E U=1M City,State,Zip: City,State,Zip: Phone: Phone: Fax: Fax: Email: Email: bowlin ehrn;n6.a rn ADDITIONAL CONTACTS: Project Manaeer, etc Business Name Business Name Contact Name: Contact Name: Address: AddresS: City,State,Zip: City, State,Zip: Phone: Phone: Fax: Fax: Email: Email: I. Project Description: II IlG11Vl/G/llGI1V1 IGI I IVVGI 2. Project Value: $4001000 A. Project Value is used to calculate fees for the building permit. Project Value is the total value of the construction work for which the permit is issued,including overhead and profit as well as finish work,painting,roofing,electrical, plumbing,heating,air conditioning,elevators, fire extinguishing systems,other permanent equipment,and owner supplied items. Project value excludes the value of the land. I certify that the value&scope of work provided above are the most accurate available at this time: Print Name Signature Date 3. Planning&Zoning Information A. Land Use Zone: G-/ E. Warranty Deed B. Site Drainage Area with Calcs F. Flood Plain NO C. Landscaping Area �— G. Water Tap Size 9 _SM6 C_ D. Parking Spaces �� H. Sewer Tap Size 4. Building Information ft�C-t�.�IsPENSrn/G A. Proposed Use E.E.Tenant Improvement Area: _ B. Occupancy Groups: F.Total Existing Building Area: l a C. Construction Type: '— G. Actual New Building Area: D. Building Height: /9 H. Number of Stories: 5. Fire Information ***Attach a site-specific letter from the engineering department or other public water provider stating fire flow at hydrants. Include static pressure if fire sprinklers are to be installed.*** A. Fire Flow: B. Static Pressure: C. Is there a fire alarm system? Liyes No Partial D. Is the building fully fire sprinkled? n/e If yes,will the sprinklers be used for: Allowable Area Increase? EDYesQJo Story Increase? QYesOVo Fire-resistive Substitution? QYes QNo If partially sprinklered,where? E. Are there any classified areas? QYes QNo(if yes,please show on plans and explain classification) (This mostly has to do with electrical wiring) ***NOTICE*** All permits expire 180 days from the date of their issuance or the date of the last inspection. Expired permits will require reactivation at such time that the responsible party decides to complete the project. Reactivation fees will be required on all permits. Furthermore,any application that has not been issued or picked up after 180 days will become null and void. ***New commercial projects/and or additions with all the required submittals are not expected to exceed 4-6 weeks for the initial review,but could take longer depending on needed revisions or current workload. Tenant improvements or remodels are not expected to exceed 24 weeks,and Certificate of Occupancy only applications are not expected to exceed 1-2 weeks. Please let the Building Department know if there are any unusual time constraints and we will work%i ith you to move your project forward as quickly as possible. Please keep in mind that any missing information from the below checklist i0l cause delays in the processing of the permit application. Commercial/Non-Residential/Multi-Family Plan Review Checklist Notice to all applicants: This checklist is designed to provide the basic information needed to allow the various agencies with the City to complete a plan review of the proposed project. The basic requirements outlined below may not be all inclusive. General Requirements for all NEW CONSTRUCTION plan submittals: THREE COMPLETE SETS OF CONSTRUCTION PLANS TO INCLUDE CIVIL PLANS CONTAINED WITHIN) A minimum of two) original wet-stamped sets are required. CONSTRUCTION PLANS (NEW construction and Additions) **`(DESIGN PROFESSIONAL TO GO THROUGH LIST AND CHECK OFF THAT ALL REQUIREMENTS HAVE BEEN PROVIDED ON PLANS.) OCode Analysis-Required information is detailed on the code Analysis form within the application. Y" ComCheck Energy Analysis-Prepared by an Idaho licensed architect or engineer. (Required on remodel when changing fixtures)(Include envelope,interior and exterior lighting compliance worksheets) ❑ Architectural Site Plan(This is REQUIRED in addition to the civil site plan)To include: ❑ Scale to be a minimum of 118"per foot for large projects and Y,"per foot for smaller ones. O Sheet sizes shall not be less than 24"x 36"and not more than 30"x 42". ❑ Location of new and existing structures with fully dimensioned measurements to property lines&other structures; ❑ Parking lot design-Including fully dimensioned space and aisle layout and detailed handicapped parking spaces. ❑ Accessible route of travel from parking spaces to the building entrance and connecting to the public right-of-way. Foundation Plan-(stamped by the Design Professional performing the structural calculations) Include all required structural steel reinforcing,tie downs and special inspection criteria. Floor Plan-Including all exit schemes,exterior wall openings,door swings,use designations,exit signage,location of fire extinguishers, rr high pile storage areas. For tenant improvements or remodels,include floor plan of the entire building. Indicate the existing occupancies of tenant spaces in contact with new tenant improvement or remodel. [ -Elevations-North,South,East,West(show building height dimensions) Building Sections and Details-Including the room finishes for ceilings,walls and floors. Also,include schedules for all windows and doors,indicating the type,size,safety glazing,and door hardware. UL Listings and details for fire separations. Provide fire stop material specifications along with U.L.design details.Include sections of all walls showing height and how to be built.Also show any dropped down ceilings or storage above ceilings and framing details. -Structural Plans(stamped by the Design Professional performing the structural calculations)-Roof framing plan,floor framing plan, header and beam schedules,strap locations,structural details,shear walls, shear wall schedule,lintels,lintel schedule and all other structural information as indicated in the calculations or required by the Building Official.Any special details(i.e.,storage above restrooms) Provide statement of special inspections per IBC 1704.1.1. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work. lir Conservation Elements-Insulation R-values,glazing U-Factors,glazing solar heat gain coefficient(SHGC)value,rough opening sizes. OTIOI„ El Electrical Plans-Exit signage,switching diagrams,lighting schedule with fixture,bulb and ballast type,number of bulbs per fixture,and fixture wattage;exterior lighting bulb and ballast type,and type of control. Location of exit signage and emergency lighting shall coordinate with the floor plan or the reflected ceiling plan.(list and give details of any classified areas) 07?�MD Mechanical Plans-Equipment schedule listing the make and model of the equipment and other information pertinent to compliance with IECC;duct insulation R-values,mechanical system control schematic load calculations. Information regarding all fire rated penetrations, smoke dampers,fire dampers,etc. Ventilation design&calculations. Mechanical engineering plans may be required on certain projects. (Provide calculations on plans if using natural instead of mechanical ventilation) �j ❑ Plumbing Plans-Plumbing plan,isometrics,greaselsand interceptor details,and calculations to determine actual interceptor sizing according to the requirements in the Uniform Plumbing Code, Be sure to include the sewer connection location,type and location of reduced pressure backflow devices(s),gas fine piping materials and calculations,water line piping layout and materials,and drainlwastelvent piping layout and materials. ❑ MSDS Sheets-(2)Two copies of the Material Safety Data Sheets and the location and quantities of storage of such materials shall be provided with the building permit submittal where any chemicals or hazardous materials may be present. l� Structural Engineering Calculations-(2)two sets of Structural engineering calculations are required for all new construction,additions or / structural improvement/remodels/retrofits within existing buildings. Calculations must be stamped and signed by an Idaho Registered Engineer or Architect. (Exception: parameters of section 2308 of the IBC 2012,and design will be required) Metal Building Drawings and Calculations-Metal Building Drawings and structural engineering calculations will be required for all pre- fabricated metal buildings,including concrete footing details. Calculations must be stamped and signed by an Idaho Registered Engineer or Architect, g�•O Modular Buildings—Structural engineering calculations will be required for the foundation design for all modular buildings. Calculations must be stamped and signed by an Idaho Registered Engineer or Architect. (Modular buildings are required to have Idaho Division of Safety approval.) 'Additional Handicap Accessibility Information—Define all handicapped access features for new construction per the current International Building Code,ANSI A 117,1. For remodeling and tenant improvements,the area of improvement shall comply with the access requirement for new construction. An accessible route of travel will be required to the remodeledlimproved area. Fire Department Requirements—Location and type of fire extinguishers,fire alarms,hoods, sprinkler system,etc. 67f.1a�C Mechanical—HVAC Ventilation design IBC 1203.4(New as of 1-1-09) Provide statement of special inspections per IBC 1705. Completed Waste Water Survey(see http://www.tfid.org/departments/p-z/building/133-building-information) CIVIL PLANS(NEW CONSTRUCTION)(Civil plans may be required for ADDITIONS) • V 'Civil Site Plan(Licensed Engineer or Architect required}—To include: ❑ Scale and format to be standard scale at between 1:10 to 1:60 scale; ❑ Sheet sizes shall not be less_that_18"by 24 . O Legal description and/or record of survey for the property and a vicinity map and north arrow; O Property lines and lot dimensions and building setbacks from property lines ❑ Right-of-way details including access,easements, utilities,drainage,wastewater,right of way to be dedicated; ❑ Right-of-way improvements,both existing and proposed; ❑ Fire department access(access must be 20 feet wide with a 70,000 pound load capacity and reach within 150 feet of any/or all portions of the exterior walls of the building(s); ❑ Fire hydrants within 1000 feet&fire line location must be shown on the site plan;a water model may be required to determine fire flow. ❑ Any areas used for the storage or use of materials regulated by the IFC; ❑ Storm Drainage—On site retention structure design and calculations by a P.E_; ❑ Grading plan including finished floor elevations,accessible route and top of curb elevations. ❑ Utility services—Number of water services including size and location;sewer location and proposed connection to the main; irrigation service size and location,grease interceptor(including a detailed design)for all food service occupancies; ❑ Landscaping—Including all types and locations of landscape areas with topography showing berms,tree,fencing,retaining walls, waterways,trash enclosurelmechanical equipment areas with method of screening,loading docks,storage areas,pedestrian ways,exterior lighting fixtures,irrigation methods and proposed building pad;storm water retention(City Code 10-11-2) ❑ Location of new and existing structures and distance between them. ❑ Parking lot layout,including fully dimensioned space&aisle layout,detailed handicapped parking spaces&accessible route ❑ Storm Drainage Calculations—To be stamped by an Idaho Registered Civil Engineer or Landscape Architect. ❑ Geotechnical report—when building within 1 00'of canyon rim. ❑ Water tap size needed(or well permit,if applicable) ❑ Sewer lateral location ❑ Proposed and existing curb,gutter,sidewalk,and driveway approaches. ❑ Flood Plain indicated if within 100 year or less flood zone. HEALTH DISTRICT APPROVAL IS REQUIRED FOR ALL BUILDINGS WHERE FOOD IS BEING PREPARED. A LETTER OF APPROVAL MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO PERMIT ISSUANCE. l (the designer in responsible char (Ar hitect or Engineer)hereby certify that l have read and examined the above application and checklist, and rmation provided and items checked are included as part of the initial permit application submittal and ar knowledge. 4 Signature I 4 !ate 7-4317 N CnmmDo r3uildinglApplknuuns '�RY�.t ***SAMPLE*** (may not be all inclusive) City of Twin Falls Plan Analysis Based on Latest Edition of IBC & IFC Architect or Engineer of Record: 1ARY 56L I_I N EL >t—H ENhINE- 02S I N6. Job Address: IY9 APE156N AUE.LU City:121IN FAGS St:�._Zip: � Legal Description: X[ I.R Z "— 3. 1dLMAN AMT-1/614 SiM__ rat- LSC .A T./�5,� RJ7,=,-- Occupancy Classification: Occupant Load Per Area: 1: .%c _ 2: 3: 1 4: 5a7— 6: Number of Stories: Vestibule Req'd?: Yes: No: Total: (f j Floor Area: Basement: V:3572 Exits Required: Basement: 151:_ 2nd: 3rd: 4'h: 2°d: 3rd: 4'h: stories Actually furthest travel distance to exit: -75 (IBC Table 1016.1 &Table 1021.2) Type of Construction: V43 Allowable Area Calcs: Area Increase: NA Sprinkler System: Yes: No: Exit Signs: Yes: X No: Maximum Floor Area Allowed: ?q 600 F r Emergency Lights: Yes: X_ No: Special Inspections Required?Yes: _ No: Lighting Layout& ComCheck: Yes: No: Firewalls Required? Yes: No: x (If Yes, please provide cross section & UL Listing) Occupancy Separation Required? Yes: No: X (If Yes, please provide cross section & UL Listing) Area Separation Required? Yes: No: X (If Yes, please provide cross section & UL Listing) Classified Areas? Yes: No: ,� (If Yes, please show on plans and explain classification) FIRE HYDRANTS WITHIN 1000 FT. Comments: 1. ft. GPM Flow: 2. ft. GPM Flow: 3. ft. GPM Flow: Total: Minimum Req'd Flow for Building: Model Required?: Yes: No: �Q�6%5TE9Fo a Dater,r Prepared By: *""Fee may be accessed for water model"` �O OF��P�?, Q�AI'D. ® CF42MHILL CH2M HILL P.O Box 515E Twin Falls,10 83303 5158 Tel 20a.734.9933 Fax 208.734.9937 Dear Wastewater Customer: The City of Twin Falls is required by the Environmental Protection Agency(EPA)to conduct a Wastewater Survey of the users within our service area. The reason for this survey is to determine if any wastewater discharged would be detrimental to the wastewater collection and treatment system or the treatment process. For purposes of notification, all industrial users (i.e., non-domestic users) are required to notify the Wastewater Treatment Facility of hazardous wastes in accordance with 40 CFR 403.12 (p).(See back of letter) We are asking that you please fill out the attached questionnaire as accurately and thoroughly as possible,and return it to us in the envelope provided within the month. Please make sure the name of the company, address and a contact person is included on the form. In the next few weeks after the survey has been submitted, you may be contacted by telephone or in person by a representative from CH2M HILL to answer any questions you may have and to gather any additional information we may need for this survey. If you have any questions, please contact Rebekka Bicart at 734-9933, or email"rbicart@ch2m.com". Thank you for your cooperation. Sincerely, Rebekka Bicart Industrial Pretreatment Coordinator CH2M HILL 40 CFR 403.12 p)(1)The Industrial User shall notify the POTW, the EPA Regional Waste Management Division Director, and State hazardous waste authorities in writing of any discharge into the POTW of a substance, which, if otherwise disposed of, would be a hazardous waste under 40 CFR part 261. Such notification must include the name of the hazardous waste as set forth in 40 CFR part 261, the EPA hazardous waste number, and the type of discharge (continuous, batch, or other). If the Industrial User discharges more than 100 kilograms of such waste per calendar month to the POTW, the notification shall also contain the following information to the extent such information is known and readily available to the Industrial User: An identification of the hazardous constituents contained in the wastes, an estimation of the mass and concentration of such constituents in the wastestream discharged during that calendar month,and an estimation of the mass of constituents in the wastestream expected to be discharged during the following twelve months. All notifications must take place within 180 days of the effective date of this rule. Industrial users who commence discharging after the effective date of this rule shall provide the notification no later than 180 days after the discharge of the listed or characteristic hazardous waste. Any notification under this paragraph need be submitted only once for each hazardous waste discharged. However, notifications of changed discharges must be submitted under 40 CFR 403.12 0). The notification requirement in this section does not apply to pollutants already reported under the self-monitoring requirements of 40 CFR 403.12 (b), (d), and (e). (2) Dischargers are exempt from the requirements of paragraph (p)(l) of this section during a calendar month in which they discharge no more than fifteen kilograms of hazardous wastes, unless the wastes are acute hazardous wastes as specified in 40 CFR 261.30(d)and 261.33(e). Discharge of more than fifteen kilograms of non-acute hazardous wastes in a calendar month, or of any quantity of acute hazardous wastes as specified in 40 CFR 261.30(d) and 261.33(e), requires a one-time notification. Subsequent months during which the Industrial User discharges more than such quantities of any hazardous waste do not require additional notification. (3)In the case of any new regulations under section 3001 of RCRA identifying additional characteristics of hazardous waste or listing any additional substance as a hazardous waste, the Industrial User must notify the POTW, the EPA Regional Waste Management Waste Division Director, and State hazardous waste authorities of the discharge of such substance within 90 days of the effective date of such regulations. (4) In the case of any notification made under paragraph(p)of this section,the Industrial User shall certify that it has a program in place to reduce the volume and toxicity of hazardous wastes generated to the degree it has determined to be economically practical. For links to 40 CFR regulations go to www.gpoaccess.gov and click on Code of Federal Regulations. Wastewater Survey City of Twin Falls 1. Company Name: Mailing Address Telephone: Fax: Email: z. Facility Address: �,YQ ApVt_-5 1V WE— U1. If same as above Check ,❑ Telephone: If same as above Check 17 3. Contact Person: Title: Telephone: Fax: Email: 4. Type of Business Please Check all that apply to activities at your place of business. i Retail—describe type(to the right), F-UC I-S WNS1M- MLLCAN71cIE- ❑ Small Office—describe type(to the right) lfyou Checked either Retail or Snrall Office for your business tyre and none of the descriptions below apply to your business,please ansrver Questions 5&6,and skip all other questions. Please he.sure trr sign and date this form prior to returning ❑ Motels/Hotels/Clubs ❑ Schools/Colleges/Universities Concern is efficiency of kitchen grease traps,frequency of clean out, Concern is efficiency of kitchen grease traps,frequency of clean ouf, disposal of grease. disposal of grease. ❑ ❑ Laboratory—Commercial & Laboratory—Pharmacies Schools/Colleges/Universities Concern is hazardous materials,disposal of chemicals,and potential for spills. Concern is hazardous materials,disposal of chemicals,andpotential for spills. ❑ Hospitals ❑ Dental Clinics ❑ Doctor's Clinics ❑ Photo Shops Concern is with silver recovery. ❑ Restaurants Concern is efficiency of kitchen grease traps,frequency of clean out, ❑ Barrel Reclaimers disposal of grease ❑ Print& Photo Copy ❑ Arts & Crafts Shops Concern is with paints d glazes(ceramic d other). ❑ Garages/Full Service Gas Stations ❑ Radiator Shops Concern is flushing of antifreeze contaminated with metals. ❑ Paint&Body Shops ❑ Transportation Facilities Concern is Improper disposal of waste oils and inefficient grit traps, ❑ Industrial!Commercial Laundries ❑ Waste Haulers Other— Describe principal activities or the nature of processes at the facility,in the space provided below. 7. Standard Industrial Classification Code Number(s)and Classification(s)(ifknown): 8. Average total monthly water usage In gallons(monthly waterblllings will usually show this). 9. Is the building presently hooked to the sewer system? 12TY =N 10 Are there floor drains present at your facility? DY MN 11. Do you or will you use non-petroleum fats,oils or greases(cooking types of oU/grease)in y business? Y �N 12. Do you or will you use petroleum oils or greases in your business? 0 Y ON 13. Grease trap present? =Y ON 14. Describe any pretreatment facilities or practices used to remove pollutants or protect the sewer. 15. Do you or will you store or use chemicals on site in excess of household quantities? =Y =N 16. Do you or will you discharge wastewater(other than domestic wastes from toilets,showers,etc.)to the=Y ON sewer system? 17. Do you or will you have an Accidental Spill Prevention Plan(ASPP)for your business? =Y =N I certify that the information in this questionnaire is to the best of my knowledge true and complete. [This statement must be signed by an official authorized to sign for the company.] Signature: Date Print Name. OFFICE USE ONLY Additional information required? Need to schedule site visit or other follow-up? 0 Y 0 N Need to send an Industrial User permit application? =Y N HAZARDOUS WASTE INFORMATION/NOTIFICATION(make copies&attach additional sheets itnecessary) Type of Discharge: Name of Waste EPA Hazardous C—Conrnuous Describe Other # Waste Numbe B—Batch,0-other 1 2 3 4 5 6 7 8 9 10 If more than 100 Kilograms (220 pounds)of any hazardous waste per calendar month is discharged to the sewer, please include the following items of information for each hazardous waste, to the extent such information is known and readily available. HAZARDOUS CONSTITUENT INFORMATION: Concentration h Name of Constituent Mass in Wastestream Wastestream Mass in Wastestream this month this month _Lnext 12 monthsl SEWER CAPACITY FEE WORKSHEET Business Name: U N ITEL 61 L Address: 3 q$ APDI56N AVt—:,W,- 9. Please indicate the number of new and exisiting plumbing fixtures in the appropriate boxes below. 2. Also, the number of holidays being closed, the number of days the business is open in a week, and how many hours open during the day. 3. If no plumbing fixtures are bing installed, signify at the bottom of the form and sign. 4. Sign and date. VALUES Number VALUES Number New DFU/Unit Existing DFU/Unit Lavatories Lavatories aZ Water Closets 3 Water Closets 13 Urinal O Urinal t Water Softener Water Softener Hand Sink Hand Sink v� Dishwasher Dishwasher Bar Sink j Bar Sink Clothes Washer Clothes Washer Kitchen Sink Kitchen Sink Shower Shower Drinking Fountain Drinking Fountain Mo /Svice-Sk/Tr Dr Mo /Svice Sk/Tr Dr Hose Bibb Hose Bibb Holidays Laund Sink Laundry Sink Da s/Wk Floor Drain/Sinks Floor Drain/Sinks Hrs/Da Swimming pool Swimming pool Hot tub/whirl pool Hot tub Other Other 'No plumbing fixtures are being installed. Initial Signature below indicates all information provided for on this form is accurate. Name Date 7--13/7 10-4-8.3:C1; Comm ercialHighway District Develop ment Standards By Zone Permit Number 17-1965 Property Address 322 Addison Ave W IegalDescription Lo t: 1 Blk: Subdivision: Holohan Addition New Bldg Interior Remodel United Oil Change ofUse X Zoning: C-1 PUD/ZDA Document# 10-4-8.3:C1; CommercialHighway District N/A Pending Approved Comments (A) Lot Area: 1. CommercialUses: 'Ihe lot area shallbe of sufficient size to provide forthe building, the required setbacks, off D ❑ Fv-1 stre e t p a rking and landscaping. 2. Residential Use s:Residential use slessthanfive (5)units and not attached to a commercialuse shallprovide the ❑ ❑ minimum lot area of the R6 district. (B) Lot Occupancy: 1. Commerc ia lUse s:No requirement. D E ❑ 2. Residential Use s:Residential use slessthanfive (5)units not attached to a commercialuse shallconform to the lot ❑ ❑ ❑ occupancy requirements of the R6 district. (Ord. 2526, 5-20-1996) (C) Building Height: No building shallexceed fifty feet (50') in height except as El ❑ 20' provided by section 10-7=3 of this title. 1of3 10-4-8.3:C1; Comm ercialHighway District N/A Pending Approved Comments (D) Yards: Front yards shallconform to the following standards, or Not expanding building. This building is legal se c tion 10-7-6 of this title,whichever is gre a to r: El F-1 ✓� non-conforming. It sits within the 93' centerline setback. 1. Commerc ia lUse s And Re sidentia lUse s With Five Or More UnitsPerBuilding: ❑ ❑ a. Front Yards:A setback ofthirty five feet (35') shallbe Not expanding building. This building is legal maintained on majorarterials and fifteen feet (15') on all ❑ ❑ non-conforming. It sits within the 35' property other streets. In developed areaswhich have building line setback. lines already established,this requirement maybe reviewed and adjusted bythe commission, subject to the following exceptions: (1)Agasoline service stationpump island, including cashier'sbooth, and canopy setbackmaybe lessthan the required thirtyfive feet (35')property line setbackon arterialstreets,providing the property line setback is not ❑ ❑ less than thirty feet (30') fora pump island norlessthan Fv_1 twenty feet (20') forthe outeredge ofa canopy. Gasohne service station pump islands, including cashier's booths, and canopies, shallnotbe used to adjust setbacks in developed areaswhich have building linesalready established. (2) Outdoororpatio seating, including associated canopies orcoverings, at a food service establishment providing the outdoorseating area including any ❑ F-1 canopies orcoverings does not exceed a propertyline setback of twenty feet (20') orthe minimum required arteriallandscaping is p rovid e d,whic he ve r is g re a te r. Any outdoororpatio seating area proposed within a required setbackmustbe approved bythe planning and zoning commission. 2of3 10-4-8.3:C1; Comm ercialHighway District N/A Pending Approved Comments (D) Ya rd s: b. Side And Rear Yards:No property line setbacks are required on side yard orrearyards when adjacent to existing commercial use s, existing residential use swith five (5) ormore units perbuilding,vacant property that is zoned for nonre side ntia Idevelopment, orvacant property that is designated on the future land use plan for nonresidentialdevelopment.A property line setbackof ❑ ❑ twenty five feet (25') shallbe maintained on the side yard and rearyard forbuildings adjacent to existing residential uses with four(4) orfewerunitsperbuilding,vacant property that is zoned forresidentialdevelopmentor vacant property that is designated onthe future land use plan forresidentialdevelopment. 2. Residential Use s:Residential use slessthanfive (5)units and not attached to a commercialuse shallconform to ❑ ❑ the yard standards ofthe R6 district. (Ord. 3077, 8-11-2014) (E) Access: Alllotsshallhave vehicularaccesson a dedicated improved public street with a fifty foot (50') minimum right D F ofwayunlessa secondary means of permanent vehicular access has been approved on a subdivision plat. (F) Landscaping: 1. Commercialuses shallprovide landscaping equalto D ❑ ❑ Addison Ave W: 1740 sf; 4 trees, 18 bushes & ten percent (10%) ofthe totalrequired parking area or berm. remainder: 2218 sf; 5 trees, 23 bushes, three percent (3%) ofthe totalland area,whicheveris 1/2 evergreen greater. 2. Household buildings overfive (5)unitsshallprovide landscaping equalto ten percent (10%) ofthe lot area. ZI 1:1 ❑ 3 of 3 17-1965 '. EHM Engineers, Inc. �348 Addison Ave W -- "ULDNO tNE FUTURE CN A FOJNOAUON OF EXCELLVl CC 621 North College Road,Suite 100 Twin Falls.Idaho 83301 208/734-4BBB FAX 208/734 6049 IOB NAME 61 L/A L-,0u JREHaI-L_ JOB NO. '17aL/ BY /-I IQ DATE SHEET �_ OF 19 57�UGZ�I�L �.�Cly WIND 1-04b 1115 MP4 �3 ,,scr_-1-2--le 51%- a s_G_3 ;2 Nr PKc59u2S ace. -M A- = ar 6J) 1 = ),/ poo--z 8 = 1d-? �F L :P _ /3. 9 ,-SF -Cos JP5F 5�rsMr L-.dAb Ili 7--/d 1 a.ly 8 517M cLA55 � ,gssv/y F U N U 5 Gs 5j,�,5 t 0,a a.33 cg =3.S 01ZD11�A�2y s7r- SD� -6_ra95 FkAN w �S�IS�IIG D�5/G� GA-7�G-42 y � -\,pNAt EH �GkBTEq�,�� ` �RYD. ENGINEERS/PLANNERS/SURVEYORS 41/2017 Design Maps Summary Report USGS Design Maps Summary Report User—Specified Input Report Title United Oil Addison Ave. West Non April 3,2017 17.16.29 UTC Building Code Reference Document 2012/2015 International Building Code {Which uti[zes USGS hazard data available in 2008) Site Coordinates 42,563570N, 114.48594°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III SUCKER XlAT Z, '- euhlt ._d* . d- aMAlrpat �' �� _ SRElETQd{ OUTTE win Falls , sOak rid ua* J VallevFtanl � 1 USGS-Provided Output SS = 0.209 g SMS = 0.335 g Sps = 0.223 g sl = 0.080 g SM1 = 0.193 g Sol = 0.129 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. MCFr•Response Spectrum Deslgl Response Spectrum az ose a�= az1 as a In an a a. ala e aro o a 1c al: =a3 aa� awl oar ao� am am am am a+a aw neo It It 1. It 1 03 z 1I am CM as] aol am 1 I:] I ra 1 12 _, Period.r(sec) Period r(9e,=) Although this Information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. https.!earthquake usgs.gov/cnl/designmaps/us/summary php7template=minimal&latitude=42.56356714024818&longilude=-114.48593799849216&slteclass=3&.. 1/1 EHNI Engineers, Inc. �UlCIN6 tNE FUTURE ON A FpUNpA710N OF EXCELLENCE S21 Nc,rn CoPege Road -rt= 17C Tenn Idaho 83301 208/734A886 FAX 208/734-6049 JOB NAME -.- JOB NO. X'r' BY DATE �' —j"�7 SHEET _ vim- OF rsxJsr TUG FRAmt✓ oV_m 0001.E moprs ((.JJI-rl4 GGOl-tYz� Ntl�Y ��b� (II I Mb A&AWST I-MONT r-SIZUPr164 ZONr- �L��/G N-5 �r1fiRN7lGI�I TP1$_ R6ar- W= 15• a04-5�56 1`b,750 ,LSS Ml�ht IZDRao� w= !o .5 &) = TR rs. 11Cx.H w to V16 L-5 eot` . ovG� 13LANJ W = o_f�7(IYs�9=7$ (37) �35,/,�51C35 777,4L = 57,aao �.L3s (ujIND Grim-7 kne-s) K� 75 F�fi M=rj 75 tck rr M=�a•�st�-ram ENG NEERS PLANN-RS = RVEYORS ngineers, Inc. 1-mu-E CH A F W 110YI71CN OF EXCELLENCE 621 North College Road Suite 100 Twin Falls Idaho 83301 208/7344888 FAX 208/734-6049 JOB NAME JOB N0. Jq7i�ISO BY DATE SHEET 3 OF 3�- tt � Gv8X31 146ttIZ = 3 Id�� /o� � t3�. 6 (a9,KIP) Ito Coo $CAM le�Noa /pro lO,yeG GOpIG. MR DN RooF cotv,= 0.671(ys)778 f 13(5) f 33 + ts( a) 7-07AI. = I (p 3 Lt' yy 1,4--FT' N = o.07;6,1 (t,aro3)(j)j-4- w75(10 qo)6 o LuKiD U51�- W10X33 30,YH7' 6,375 arm ENGINEERS'PLANNERS SURVEYORS EHM Engineers, Inc. pVRANO THE FUi11RE 9f1 A FCIIlH WMr10F EXCELLENCE 621 North College Road,Suite 100 Twin Fells.Idaho 83301 208/734-4888 FAX 208/734.6049 JOB NAME --- -- JOB NO. _ �ZZ&--/& _ BY DATE 7 SHEET OF GG�UMNS !O�Wo (1_Js,+ 1•lG(l,a�3�1J = a7awa �,,Ds LIND 119Keg kL -/s' 6-R,u MAGI ` 7(o 0.CF � _ �o I<-r--7 la• s a�.a a G,k. (09 /t FIZA"ir—E 6WAY A ccsNTlaocS G pf = j !J 861-T /?,13k 7D74L y.7`8?- ,PCZ ,Gd.erc w �L?S 94 .Ts Pr R. BAN T I3.Sk-y H.75 1,•�� = �1F7 8 (a)(ls-.ash a - '98 4, F�rAM �.J4NG-C- �f = ��a�' = a.f�37S � G -�/� 4-�•_ �y UJ�cbs Et.GINE-ERS PLANNERS SURVEYORS ' Imuml-:AZOAMNeers, Inc. OF EA-EttErvCE 621 North College Road Suite 100 Tmnn Fats Idaho 83301 208/7344BBS FAX 208/734.604g JOB NAME JOB NO. M -/67 BY DATEy/7 - SHEET S OF 4---A5-r QJAU- 1y61lIZEN7- T�i4c"iF— �l�D /a(p3 l7.3)' VSr um xq5 M ,.= /,3.s'( . �� la3 k-F7 >- g�,a k-FT GR.so ef-K- f G©1t-ui' N US = C,ta 8 x3/ 5iE�C C`r t5Z- MAMIE C4LI-5 5yT y 7a P N1 �?e{ (n.38 798 a -i h ��= �77• 4,Y7 i)br--,. a � ENGINEERS PLANNERS SURVEYORS EHM Engineers, Inc. �BUApri01NE FUTIIaE ON fOUNpa�N of EXCELLeNCE 621 North College Road,Suite 100 Twn Falls,Idaho B3301 208/734-4B88 FAX 208/734-6049 JOB NAME JOB NO. ''76 l (,o BY DATE /'/—7� SHEET OF w 3 UD rY, !0X 3 q TqR cullo xys 4 s rc. ?1A 14 r/ax3�/yx S%f�STI R95VEP5 / MT14 stnr'S OFCM13 I I I ! S-4Y/ A3aG 7NR O 06 5 W ITM N U7'5 �- J, LUA6007-S. Rle,). W— Tc-NStoNIN(r A1►11--) INSFricrC6 w$�r ULUMN R� 601,UNly ENG.NEERS PLANNERS SURVEYORS Engineers, Inc. II-M rVRE p1 AFpyNpAilpN OF ErtELLEMLE 621 North College Road,Suite 100 Twin Falls.Idaho 83301 208/734-4888 FAX 208/734 5049 JOB NAME JOB N0. "-/7 619 BY DATE _ �" r �f� SHEET 7 OF F6UNDATIO N 6 PrZA m rZ.5 NTC-R,16 TZ-- F)z4H F-- RC A67/6/q ' a � 1733' -_f 46.(o7 17,33 t jt�,17k 13"j< AS-Oe, ' M r— �NT("�21dTZ . �Ar�s v FTC V o -,v lNfi�ea� Pd57` )464-yidN Cur?N- N�T�fz- RCt�1e r N szC-11 WAU, M 2 U157m1 Z3emed r4Zf. 1 - - C-C�D XISZ/n/G LUl D77> ,�$� = /a FIJI170 0 3�X 3/k/D i y-#Al r-..A-CU14V ENGINEERS/PLANNERS/SURVEYORS r::As7 UJALL- -BEAM -10.4 -10.4 -� tl4a aaa vavvavvaa avv asa aaaasa vaavaa vaaaaaaaaaa===a===a======a==__=as=== win Beam By LAST TIME 04/06/17 15:57;59 Page: 1 aaaaaa aaaaaaa:aaaaaaaaaasaaaaaa:aaaaaaaaaaaaaeeaaaaaaaaaae=n=e=aaa=as a.a....aa.•r..a•.a.•aa.a.♦..••...... • SUMMARY OF THE INPUT INFORMATION ar...ra.rar..r.rr..raa..arrra.r..•a. TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION • Types and the locations of the supports in Feet Hinged support at Xa 0.000 Hinged support at X= 17.330 Hinged support at X= 26.000 Hinged support at X= 43.330 • Total number of different materials 1 From X- 0.001 to X- 43.33C E= 29000.000 ksi • Total number of different sections 1 From X= 0.000 to X= 43.330 IX- 24B.000 Inch••4 • Note: loading acting directly at support will be ignored. • Total number of concentrated loads 3 Unit Kip Feet At X= 7.000 load P- -10.900 Momenta 0.000 At X= 19.000 load P- -10.400 Momenta 0.000 At Xa 31.000 load P- -10.400 Moment= 0.000 • Total number of distributed loads 1 Unit lb/ft At Xa 0.000 W1= -1263.000 At X- 43.330 W2a -1263.000 •a.a..a•....a..•.a..aa..•• • SUMMARY OF THE RESULTS a a•aaaa.aa.aa.aaa.aaa a.aea LENGTH UNIT Feet ; FORCE UNIT : Rip a savaaavaaaanaaaaavaavaavaaaaaaaaaaaaaaaaa=aaaaaaaaaaasaaaaaaaaaaaana I WinBeam By CAST TIME : 04/06/17 15:57:54 Page: 2 1 =a===a====aa=aa==aassasasattssevssaasvasssvvssysssccavaysvenaaanax=acv: • MAXIMUM VALUES • Max. displacement is 0.30622 at X= 21.665 • Min. displacement is -0.03185 at X= 7.000 • Max. shear force is 16.12291 at X- 17.330 • Min. shear force is -21.27732 at X- 26.0C3 • Max. moment is 68.21063 at X= 7.000 • Min. moment is -51.61236 at X= 17.330 • TOTAL APPLIED LOADS • Total applied concentrated load: -31.200 Kip • Total applied concentrated moment: 0.000 ]lip Feet • Total applied distributed load: -54.726 Kip • SUPPORT REACTIONS • Reaction at X- 0.000 Force= 14.165 Moment- 0.000 • Reaction at X- 17.330 Force= 32.083 Moment- 0.000 • Reaction at X- 26.000 Force- 28.667 Moment- 0.000 • Reaction at X- 43.330 Force- 11.010 Moment- 0.000 •++.aaa+aa+++a.a++•++aa+++•+ • DETAILS OF THE ANALYSIS • DISPLACEMENT AT OUTPUT POINTS At X= 0.000 Displacement= 0.00000 At X- 4.332 Displacement- -0.02471 At X- 7.000 Displacement- -0.03185 At X= 8.665 Displacement= -0.03171 At X= 10.833 Displacement= -0.02684 At X- 12.997 Displacement= -0.01831 At X- 17.330 Displacement- 0.00000 At X= 19.000 Displacement- 0.00384 At X= 19.497 Displacement- 0.00460 At X- 21.665 Displacement= 0.00622 At x- 23.032 Displacement- 0.00491 At X- 26.000 Displacement- 0.00000 At X= 30.333 Displacement= -0.01830 At X= 31.000 Displacement= -0.02003 --aaae-aaaaaaaaa-av--a-v--------a--.=L==L=====aa====a a--------------- I WinBeam By CAST TIME 04/06/17 15:57:54 Page: 3 --_-__===--is-----------a---aaa-a---a..=====--v---------=L=L=-=-----a At X- 32.498 Displacement= -0.02522 At Xa 34.665 Displacement= -0.02796 At Xa 38.998 Displacement= -0.02035 At X- 43.330 Displacement- 0.00000 * SHEAR FORCES : Coordinate Shear (LT side) Shear (RT side) X. 0.0000 -14.1649 X. 4.3325 -8.6929 -8.6929 X- 7.0000 -5.3239 5.0761 X= 8.6650 7.1790 7.1790 X- 10.8325 9.9166 9.9166 X- 12.9975 12.6510 12.6510 Xa 17.3300 18.1229 -13.9602 X. 19.0000 -11.8510 -1.4510 X. 19.4975 -0.8227 -0.8227 X. 21.6650 1.9149 1.9149 X. 23.8325 4.6524 4.6524 X- 26.0000 7.3900 -21.2713 X- 30.3325 -15.8054 -15.8054 X= 31.0000 -14.9623 -4.5623 X= 32.4975 -2.6710 -2.6710 X= 34.6650 0.0666 0.0666 X. 38.9975 5.5385 5.5385 X. 43.3300 11.0105 MOMENTS : Coordinate Moment (LT side) Moment (RT side) Xa 0.0000 0.0000 X- 4.3325 49.5157 49.5157 X. 7.0000 68.2106 68.2106 X. 8.6650 58.0082 58.0082 X- 10.8325 39.4609 39.4809 Xa 12.9975 15.0515 15.0515 X. 17.3300 -51.6124 -51.6124 X. 19.0000 -30.0600 -30.060C X. 19.4975 -29.4944 -29.4944 X. 21.6650 -30.6781 -30.6781 X. 23.8325 -37.7954 -37.7954 X. 26.0000 -50.8464 -50.8464 X= 30.3325 29.4840 29.4B40 aasasssasaa ass ssa assasasaaa4RRRR assaC ICI II-----------a---------a------- WinBeam By CAST TIME : 04/06/17 15:57:54 Page: 4 IIII OII..... --a-a-a-Raa.. m onaa a.Raaa....03 X. 31.0000 39.7527 39.7527 X. 32.4975 45.1687 45.1687 X. 34.6650 47.9912 47.9912 X- 38.9975 35.8492 35.8492 X. 43.3300 0.0000 Engineers, Inc. Immi tVNFE ON AFOtMW=iCNOF ExCELLENCE 621 North College Road,Surte 100 Timm Fells Idaho 83301 208/734-4888 FAX 208/734 6049 JOB NAME JOB NO. Y'7C0 l<a BY DATE 41-7—I 7 SHEET OF 60011t �M-.Zuj.4u. agAty rND 4;L�szs ;too) 3,-6 (JSL� 3i��o_ e- v0 C /a0,D k .aI(,,''wac.�� :pAcL _ za 8 k 6ta /4r=w-7-1� } 3.8k ENGINEERS PLANNERS SURVEYORS , Inc.EHrgiWnerOs EXCELLENCE 621 North College Road.Suite 100 Twin Fells Idaho 83301 208/734.4888 FAX 20B/734-6049 JOB NAME JOB NO. 417&-1& BY DATE A/-7-/7 SHEET OF FRONT SUU zl� W Au) 7 GUIIUJ zalyT A- V = a1 (lo 8_at;;2.3� = a,PO-6413s V S 9la S boa y !A`L= 3,L-1 WeZ= 5i MSON NDUa T�� 307s4 6. S�$���4NG�'2 �3aLT5 � SlI�P-�� g7f�XY 'V ILL Y Sao (�(� �Q = 3.75 G 0 NC . Q UAU7YY? ENGINEERS!PLANNERS/SURVEYORS Simpson • • • • Systernsfior Concreteand Masonry / AT Design Information — Concreted 4 AT Allowable Shear Loads for Rebar Dowels ' In Normal-Weight Concrete r : Shear Load: •r CM*te1eE*rXsbnCe ort Steel Strength • r Drill r r 1 Depth Grade ,r 1 ovdable r r 3'/2 8,294 515 2,075 fI1 #3 {891 6 5V4 3691 i� Ian O 41/2 o521 11331 _ _ 2,075 i75 0 (1141 921 L) 4'/4 11,012 383 2,755 Z #4 r. (108) 8 63ra 149 0) (1.7) (12 3) 3,060 Q (12 7) `° 7r/2 (203) (162) _ _ 2,755 (13.61 a) (191) (12 31 > 51/2 1S,7S8 1,154 3,940 #5 ; {14(i 10 By, 170.11 (5 1) (17 5; 4,740 (15 91 93/e (254) 1210; 121 11 � 3,940 (2381 (•7`; 6% 23,314 1,494 5,830 06 (171) 12 101/a (103.7) (6.6) (259) 6,730 111/4 (305) (257) _ _ 5.830 (29 9) (286) (25 9) 7-/4 32.662 5,588 8,165 117 (197) 14 11% (145 3: (24.91 (36 9,180 122.2; 1 13'/s (356) (295) _ _ 8,165 a'-'5' (333) (36 9 33,428 2,319 8,360 #8 (229) 16 1 13'A 1148.7) (10,5) (372, 12,085 (25.4) 1 h 15 (406) (343) 8,360 (53.8) (381) — — (37 2) 1 Allowable load must be the lesser of the load based on concrete edge distance or sleet strength 2 The alIciviable loads based on concrete edge distance are based on a safety factor of 4.0 3 Refer to allowable load•adlus!ment factors for spacing and edge distance on pages 98 and 100 4 Refer to in service temperature sens rvity chart for a!tov,able bad adjustment for temperature 5 Anchors are permitted to be used within fire-resistive construction,provided the anchors resist vrnd or seismic loads only For use in fire-resistive construction.the anchors can also be permitted to be used to resist gravity loads,provided special consideral on has been given to fire-exposure conditions AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete Stemwall .r •r r :.r •r r NINE r r Aga 11 r Concreter: . • r r r top U. -► 11,i.-fi l� ' ' • % ,,, 1D 6 1:4 5 12,913 3,230 5,875M' . , (159) (2540) (152.4) (445) (1270) (57 4; (261) 15 8 13/4 5 21,838 5,460 11,500 t '(22,2) 1 (381,0) (2032) (44.5) (127.0) (97.1) (24.3) (512)1 Allwiable oad must be the lesser of the bond or steel strength t- :• •2 The allowable loads listed under aliov.-able bond are based on a safety factor of 4.0. _3 Refer to in-service temperature sensitivity chart for diw"able loadadusunea l f.•r temperature4 Anchors are permitted to be used within fire resistive construction,provided the anchors resist ennd or seismic oads on'y For use in Ne•resisl,ve construction the anchors can also be perrill-d to be used to resist gravityloads pro;id d special consideration has been given to fm1 exposure conditions. Hoe and end ctstill for If%ieaJed rod Its carclete to%ald.rcon stein wall caber Installation See paga 12 for an epplanalion of the load lable icons 92 Simpson • • ••• Construction Connectors H D U/DTT Holdowns (cont,) F.1� T 'loc s,are a' i1g 1(''-lionat c �ii 1 o'ec io' ror more information See p 18 Dimensions Fasteners Minimum Allowable Tension Loads Model (in.) Wood (160) Code flo. Da' Member Anchor Post Thlckn es Deflection at Ref. C N W H B rt s0 Bolt Dia. Fasteners (in) DF1SP SPFIHF Allowable Load N(in � C (6)SD 29 M 11, 840 I 840 0170 1~ 1 -� > > 1 I 1 1.. 4 - O .0 ® OTTIZ } 14 I 1'+ r , t„e + 1 %i (G)10d x 1 n t h 910 640 0.167 Fi L3 G l i (8)10d x t tY 910 85') I 0.167 = (8)1/+"x 11h"SOS 1'h 1,825 1,800 0105 Q 4 DTT2Z w_ 14 31/+ 61Y1e 146 '1te 1'ie 4'1 {8)'h"x 1'h"5D5 3 2,145 1,835 0.12E r;apt �• DTT2Z-SDS2.5 (0)1/4"x 21h"SOS 3 2,145 1 2,105 0.128 HDU2•SDS2.5 14 3 18'1ie 13,, i°a "i ',: (G)14"x 21h"SOS 3 3.075 I 2.215 0.088 HDU4•SDS2.5 ( 14 3 1 1011ie l 31,1+ 0- Ni I 4 1110)1/,"x 21V SOS ' 3 4.565 l 3 285 0.114 m HDU5•SOS2.5 14 3 13;,, 3t', ti+ 11� i 1i t141','+"x 2'4"50S 3 5.G45 4 0G5 0.115 L86FL 3 P6.7654.870 0110 lf HpUB•SDS2.5 10 3 163A 31h I-% 11h % (20)1/;x 2'hSDS 31h ,020 0A16 4'h ,665 0.113 5',4 865 0137 HDU11•SDS2.5 10 i 3 221,1: 344 1+i 3': i '11 x2'h"SDS i 1 71.4 11,175 I 8 045 1 0137 Ax6'` 10,770 7,755 0.122 1 170 HOU14-SDS2.5 7 3 25"/5 3'h le/ie 184e 1 (36)1/+"x 21h"SOS 7Y+t 14.390 10,435 1 0,177 IG, 14,AA5 10,350 0 172 L8,FL 1.See pp.75-76 for Holdor+n and Tension Tie General Notes 2 Noted HDU14 allowable loads are based on a 515'wide post(6)(6 min) 1 3 HDU1a requires heavyhe•anchor nut to achieve tabulated loads(supplied vnih holdown). 4.Loads are applicable to mslalialion on either narrow cr wide face of post Vertical ►I wood member thickness o +—Studs/post Threaded ;i rod 1 Floor joist 2.2x blocking Typical HDU Tie Between Floors 79 Y EHM Engineers, Inc. B{rLOiNO THE FtliURE ON FOVNOATION OF UCELLINCE 621 North College Rood,Suite 100 Twin Fels.Idsho 83301 208/734C68B FAX 20B 734-6049 JOB NAME JOB NO. BY DATE "-1 SHEET 0 OF 13 rZ A41 -Cd G a NdW M PPPTrZ WALL 601VIV9--7 ON 6 4 0 1,5-s .a l3 S PGA 1413.33 Tlm �Y �3/� VA asa 155A_ �G M v) L ��$ 11�J(r_ VAS y - CGU/�IG — M t N. N 6-_ rve zo 3/��'PGA5'Z4�e- GO U/„IL Gd LVG. VAw= -AU. - /j 075-1Z w/0 xys 6 1v1�R+S 4 I_a k-rr 60CIP. KANW- G, = ra3 ►a _ f�r'7-lad v�°la or re.Arrcrr-- - �l .w1V w a.�S ti = 734s xBs p o_G, c-DGr--_ D15T - Nz.ol'_n-a-To 1564r TRY VO/'lP 144.7,E 7W-rMt- X V""UJ/DM Al -GD ALL- ENGINEERS/PLANNERS/SURVEYORS EI-INI Engineers, Inc. �BNLWXJ T.E FIfTURE d1AfONWATION OF ExCELLENCE 621 North College Road Suite 100 Tvnn Fells daho 83301 208/734-413138 FAX 206/734-6049 JOB NAME JOB NO. BY DATE _ SHEET OF 3/4��fPGAb7 GoVIr:L R�Ni�u� 1 NTr":.ti62 8y Dw;v — V rz O�YY) stMctaL -� ���v AI.�RNAT1�(rSII���f� -G_ S 141 MS,T14)6j<W�S i4S Rc-:Q:u ITTD z'o -- ��/� X y�JX 7;a PG�47F F1G(. G�4-PAub TT3(- W/T14 fa Fo�s��l oN TITAN qD 'Se"sc2l�w 1�u�42 !"II�C SPAG1Cr P7LU�L-�V 3�TYP. G0 7L- 66 N7ACT CV17-H �b y �rAr'1�5N11�5 Sr��GL 8F -r6 3rAM FAANG{ w 1d;x33 a2 DbG, 3F4M TO 601-Zrz7rz WAL 116 406 ,0, 1 T� ENG:NFERS/PLANNERS/SURVEYORS EHM Engineers, Inc. �W n.om,THE 1111U1iE Cn 621 North College Road Suite 100 Twnn Falls Idaho B3301 20B/734-4888 FAX 20B 734 6048 JOB NAME JOB NO. BY DATE SHEET I OF CU$)'131 G01.uNN WfTI� #3& 4 NC1+02 �o�-rs U9rr N Uxs /AND w�s1+r=KS tv/rl4f u sTirzt co' l 7 BV077a H 4a �� �yG61Y7 STtRRUPs�GdRNCPS T�r�v 6 s--#S t"A 14 biAY gee"Itz"6--r14 PAD r-60TINCT. DG7AlL "14 fNGINLERS/PLANNERS/SURVEYORS EHM Engineers, Inc. MAlD�H6 7NE FUTURE CN AFW NOATgN OF EXCELLENCE 621 North Cortege Road.Suite 100 Than Fan5.Idaho 83301 208/734ABBS FAX 20B/734-6049 JOB NAME JOB NO. BY DATE - ' SHEET DF G ANT '/ �If Al a`�'�!`lAk s al Cr EMU- A kb r M6CD /0 INTO % sm:txvABC.Uv!TN-6tnpzN a' -SET�Xy 0zrcQv4l. Ntaw M-6 F* ENGINEERS/PLANNERS/SURVEYORS I I Engineers, Inc. I-En' FUTURE CnzF0t040AiiG40F EXCELLENCE 621 North College Road,Su 100 n Falls danc 83+07 2.J8 714-4886 FAX 2Ci6 734-6049 JOB NAME JOB NO. BY DATE S ET _ �� Of tAp 'q PLY Ro ��s L�sZS� RIM 1304tzb A U-b f 0lzo axe szc�s �l(,4 45 t�la�t5 �C� `o-G_ Pmc-:L GMES' 514L MA-17-c 5/s�rXro�A•rr�c.7s l a'�o�. �rt�c� ax(a �,SW, p 4rr r6P MID!}T \4 � D�TTan I z �90N A-Vo IV DEr�-I . T 3 lak' ENGINEERS/PLANNERS/SURVEYORS eers, Inc.EMEgiGn W1.:;N GC FJXCELL:NC2 621 North College Road.Suite 100 Twm malls Idaho B3301 208/734.4BBB FAX 208/734 6049 JOB NAME JOB NO. A-1 76P`1 BY DATE _ y-17-17 SHEET OF r-tmN 6Ag0py R0-P C° ySa o IZ rib RO,as W IT# 3'eAJV or 6 4A 0,ay as P5r- MOW Y- /0 P57= D.),. OF 64NCPY '3 " /6 ZY& Aas (Z-6-IrftL's-) Wpm JD EE�Sftd 14 A•Tt/G S p,,4 c.r GOO(Ia 0 Sx 0,&00 !� 17a8 •4soC�a� T _ Ha (agWO3) $•7a DEERS/PLANNERS/SURVEYORS `�HM Engineers, Inc. �BlnbiN6 THE PeiaRE CM A FOtutaAT1U1 OF EXCELLENCE 621 North College Road Sutte 100 Tenn Fels,Idaho 83301 208/734488B FAX 208/734-6049 JOB NAME JOB NO. 1176��� BY DATE ~/8`I7 SHEET OF F447" 6,4NOFY qwr) 146(RJzaN7,4L p00 �85 RoD l�dR)Z01YTAL nRGC-- = 3"a� (I13S 0 4eS/FT0F cvAU_ U)IN-D r-62G1:-_ oN WAI-L - U AI-L ZONL-i-/P= a 3 a3 P.5I- IN k 6 u 7--) iS `G DIAL 6R17. Ia fCo0 =/ss(Oa-r-6 A-PwX' 6/Z-/c G ID771L btbkJ7. R�'Ex-C,45�� CAD ! y.S°s'Tn r 0 lJ SLVE or- Trj c s To7AL G. -,?� a,a,5a 057 = 3/167 45S CO 117. GaNOPY 6N4NNta- SP,4N = 16`t*, X Pr--zcurZ-N PabS - 7 F7-4 3.S Dar�S GE.Ir 1� XIS/a X /6�a.. Nb4c . '. 'l4•�5(a�= �f3•S--rh 6.II'-to 1-1 - 7.79 kf7"�;,-o •7qlS-1< SUS,27`T.:D ENGINEERS PLANNERS S'-RVEYORS Engineers, Inc. I-Imm E FUTURE f1N A Fp{JNOAi1LN Of EXCELLENCE 621 North College Road,Suite 100 Tvnn Falls.Idaho 83301 208/734A8B8 FAX 208/734-6049 JOB NAME JOB NO. jy 7 `/ BY DATE SHEET 1 7 OF r-6A-r 641+ opy Trz4iq..sur�Zr ruNG- Sk�w L (,Cl �5f� = 30 P,SF 77AL 3 v - aasPcr- 3f/a��x I��s`x �g5a 350510a- �3 MALL 2.0 -ih > 3a�s(ia� = 3F�ly&-ih VhU1 � (c51}3tss),$s G- - s ps�� / 7dTi4L "A-b - 73F5r- a, k_ 60 PjP r--551a 1) 6-71Z+J7S (-0--RdDS co cfip. - Ca"a L3 P a,SLv /�sZ } loom Au. r32A�11�1(r . ENGINEERS/PLANNERS/SURVEYORS EHM Engineers, Inc. 6UE.(71W THE CIJTIJRF(7N 4 FOUNOAttON aF EXCELLENCE 521 North College Road,Sume 100 Tenn Falls.Idaho B3301 208/73411888 FAX 208/734-8049 JOB NAME JOB NO. 0 G BY GATE SHEET _ p OF Nk �PZ 0 � o Z � � � �qU `V) a I 0 40 VII, r o ``gym L /4�\ lb 11'J Lp cr V) Ll I az' 4 U — Qj ENGINEERS PLANNERS SURVEYORS Engineers, Inc. I- m fllRE ON A FOIlNOATiCN OF EXCELLENCE 621 Noah College Road.Suite 100 Twin Fells,Idaho B3301 208/734ABBS FAX 208/734.6049 JOB NAME JOB NO. 7 -1 BY DATE SHEET 19— of Z,ION a /�IeSC-L�/�11G- C�`!U WALL �GD WIMP a(l (C-) — /'0 -8 s ro — %y X a%y TITr 4 HAsZNty sc.matus 6 3'1'sP.9L�1�J G- VN,L_ Ca �aso� = l, 57-001.3s /, a�7�= ENGINEERS PLANNERS SURVEYORS �` EHnI Engineers, Inc. tlt+uru.THE�IfTURE ON �Ot.Y+WTICK Oi EXCEUENCE 621 North College Road Suite 100 Tw n;at s.Idaho 83301 208/734.4888 FAX 208/734.6049 JOB NAME JOB NO. Z&—/& BY DATE -17 SHEET a OF Vr m r-Y ix(ST! q(,-AwNr2AGr Igs7A LL-si m fso t4 T)7I4,1 mAsrwity - SGR�U15 T!'Na.S3J�1'�Cu17t} �/y!� f` T WAs0rRS (0 ��''o-G. 67a66,'-c -All�j WOOL> TOP �fX(OIx7'*ATin-s, E5 --L VVx 3/,SL).hf cKrs��NG 7R05-S si"FSON TRr`sv tiAsomr& StttJ<rlA1S ';`17aa5a1H L.(,7XkX 4 H - — y8`!x $sr��a-r Pu�-cr 1/o'0"f 6(-4L 3/'� ENGINEERS PLANNERS SURVEYORS eers, Inc.EHEgiOnCATICN OF EXCELLENCE 621 North College Road Suite 100 Twnn Fat s Idaho 63301 208/734.4888 FAX 206/734-6049 JOB NAME JOB NO. y 70-16f BY DATE SHEET cc�,I OF S�A1,r 1 y=r Q ' PYt671M6 'Mus5 '70P'c1401�b A It RATIZ 1,LH� /aCA;? I y� r� wffff 9/rr�'� MAk HG � /y QO /r /�. C'�C 1.T WITl4I6 T#W:'&m /R�OD WI7 L74 DC(JR-r--�11yUTs � NOx HEAb Ia)-r T14teu WA11- X157r�.�-�,155 ND (,ui�13 Mt�HP�PS A ru-p1 (-Ap - --- �Y 3,.MrN 1 3/a'X 7�xS!r��AME � M� -n41 <td ass Td 11 h-7 t4 ENGINEERS/PLANNERS/SURVEYORS EHNI Engineers, Inc. I. . 4Gua THE fUTUAE OM�ip�p�pRT•'N 'EA E:LEI+CE 521 North Cooege Road Suite 100 Town i N:s.[daho 83371 208/734ABBB FAX 206/734.6049 JOB NAME JOB NO. BY DATE Jr-� 7 SHEET 2 OF a�l~ Coxf x�/s `Tdp 3 ( 3 XSl�rrx/a�rrf7F t�r7µ C SItJfWN 717rFU 44G k it A M AS W 14 gi�Gc.r-sto, GCRNa/Z 41 I/Yx 7r'x/a T wi sort, r TNasalyy sFact-D A6 SN©w N lvAt.� d 3 — 6x Yx�a 4�,N 6C-A4r( 4=/.!0 rr air 3r. a�, /y ENGINEERS PLANNERS SURVEYORS Em Engineers, Inc. .Emu n+O THE FUTURE ON A FOJNOATC"OF EAOFLLVN E 621 North College Road,Suite 100 Tw,n Falls.'dar:?93301 208 734de88 rAX 2=8 734-6049 JOB NAME JOB N0. q -/� BY _ DATE G-5-/7 SHEET 13 OF MAST'WAl-(WOOD (fANOPV RD.D 7= -0yao 4-8s Noa T _ AGO LAS VAN.— 5/0�f.�� = .5'8 746S V=aO L&s G�Np�y RGAC.T/6N (Vrc2T) Gs (,UAL(. CSf/0) 660 I a.L. (c! (l•��o '/034aS oU, A-(r ;56 cu l NTd 4Ky Z34ockj UG-C V - a qa a /S C7 G 4as�> Las ,mac a- '/Y"X 311Sszs U - B AEU- UJ�Ob T�; �Z.TS Ta 7`CFor C,U I3ZAlj !P &e6U M I-m 34,F p15 T_ OF a67-CVGj L't4TT //QFL.T = 3/a VNI= 38o ups d. .. . Td (tkA!N V5r: !/ 11X a"evc-zD 5tlJLZ<,c,:zy/a �o_G 57A4(,rrz-ft ) -T,�.L ENGWEERS PLANNERS Si-RVLYORS EHNI Engineers, Inc. EItLdN6 THE�UTUpf ON A agUNOATgn ai EaCELLENCE 621 North College Road,Suite 100 Tun Fells.Idaho 133301 208/734A888 FAX 208/734�6049 JOB NAME JOB NO. —1 BY DATE SHEET _ OF _i 7 Gtf14LL 1:06771V 6f IF wau, Awl IVIN6 gj� cwrc /o f 4w WIN 0 d mew = yas, lot 101 it, 7-33' 1-6,01 17,33/ USr �fvvae y'x ylX 10 1=TGs. y- E,A-why vl'o6 xz. PA�s ;X0,l Ama ENGINEERS;'PLANNERS/SURVEYORS (ALL J,r-,CI4UrZ -10400 -10400 -10400 a Eaa EEaaaaaaaasaEa p Ea.E:aa::a Ea...... Ea papapaaaaaaaaaa==pa.aaCC I 'rlinBeam By CAST TIME : 05/22/17 15:09:56 Page: 1 I w+►.a•aaa+r•rr.ar.r+.aaar•rrar+rra•a SUMMARY OF THE INPUT INFORMATION rrrw♦•aawra•rwawwa►awawawraaaaararr♦ TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION • Types and the locations of the supports in Feet Hinged support at X- 0.000 Hinged support at X- 17.330 Hinged support at X- 26.000 Hinged support at X= 43.330 • Total number of different materials 1 From X- 0.000 to X- 43.330 E- 29000.000 ksi • Total number of different sections 1 From X- 0.000 to X= 43.330 IX- 248.000 Inch**4 . Note: loading acting directly at support will be ignored. • Total number of concentrated loads 3 Unit Lb Feet At X- 7.000 load P- -10400.000 Moment- 0.000 At X- 19.000 load P- -10400.000 Moment• 0.000 At X- 31.000 load P- -10400.003 Moment- 0.000 • Total number of distributed loads 1 Unit lb/ft At X= 0.000 W1- -450.003 At X- 43.330 W2- -450.000 .+ar+++..aa+r.a+•,....faf. SUMMARY OF THE RESULTS •r..aa.a.....ra•r.a.aaawrr " LENGTH UNIT Feet ; FORCE UNIT : Kip .......a............a.........a..aaaaaaaaaaaaaannaaaa��z=.e=��nn...... I WinBeam By CAST TIME : 05/22/17 15:09:56 Page: 2 I .=...=....a____ ........................ • MAXIMUM VALUES Max. displacement is 0.00373 at Xa 21.665 • Min. displacement is -0.02022 at X- 7.000 • Max. shear force is 9.94615 at X- 17.330 Min. shear force is -13.10057 at X- 26.000 Max. moment is 46.74142 at X= 7.000 • Min. moment is -31.99285 at X= 17.330 • TOTAL APPLIED LOADS • Total applied concentrated load: -31.200 Kip • Total applied concentrated moment: 0.000 Kip Feet • Total applied distributed load: -19.498 Kip • SUPPORT REACTIONS • Reaction at X- 0.000 Force= 8.252 Moment- 0.000 • Reaction at X- 17.330 Force- 20.382 Moment- 0.000 • Reaction at X- 26.000 Force- 16.966 Moment- 0.000 • Reaction at X- 43.330 Force= 5.098 Moment- 0.000 ............................ ' DETAILS OF THE ANALYSIS ' ' DISPLACEMENT AT OUTPUT POINTS At X= 0.000 Displacement- 0.00000 At X= 4.332 Displacement- -0.01570 At X= 7.000 Displacement= -0.02022 At X- 8.665 Displacement- -0.01997 At X- 10.833 Displacement- -0.01663 At X= 12.997 Displacement- -0.01114 At X= 17.330 Displacement= 0.00000 At X- 19.000 Displacement= 0.00223 At X- 19.497 Displacement- 0.00269 At X- 21.665 Displacement- 0.00373 At X= 23.832 Displacement= 0.00300 At X= 26.000 Displacement- 0.00000 At X- 30.333 Displacement- -0.01113 At X- 31.000 Displacement- -0.01261 a =zcssaaazzasszssa-scsssssssssccc=c==t--_�vvab-----------v-vv========c WinHeam By CAST TIME : 05/22/17 15:09:56 Page: 3 1 v vaysvv=vvvav====va-------vvv----a---:a------ea=ass------------- - .cm At X- 32.498 Displacement- -0.01501 At X- 34.665 Displacement -0.01622 At X- 38.998 Displacement- -0.01133 At X- 43.330 Displacement- 0.00000 SHEAR FORCES : Coordinate Shear (LT side) Shear ;RT side) X= 0.0000 -8.2523 X= 4.3325 -6.3027 -6.3027 X= 7.0000 -5.1023 5.2977 X= 8.6650 6.0469 6.0469 X= 10.8325 7.0223 7.0223 X= 12.9975 7.9965 7.9965 X= 17.3300 9.9462 -10.4359 X= 19.0000 -9.6844 0.7156 X. 19.4975 0.9395 0.9395 X. 21.6650 1.9149 1.9149 X. 23.B325 2.8903 2.8903 X. 26.0000 3.8656 -13.1006 X- 30.3325 -11.1509 -11.1509 X- 31.0000 -10.8506 -0.4506 X. 32.4975 0.2233 0.2233 X= 34.6650 1.1987 1.19B7 X- 38.9975 3.1483 3.1463 Xa 43.3300 5.0979 ' MOMENTS : Coordinate Moment (LT side) Moment (RT side) X. 0.0000 0.0000 X= 4.3325 31.5299 31.5299 X. 7.0000 46.7414 46.7414 X= 8.6650 37.2971 37.2971 X- 10.8325 23.1333 23.1333 X- 12.9975 6.8755 6.8755 X. 17.3300 -31.9928 -31.9928 X. 19.0000 -15.1924 -15.1924 X, 19.4975 -15.6042 -15.6042 X- 21.6650 -18.6976 -18.6976 X- 23.8325 -23.9052 -23.9052 X- 26.0000 -31.2269 -31.2269 X. 30.3325 21.3360 21.3080 e sa-aaaaaaaaaa-a-ta�aaaaaa�-a-e-ae===�n=ccc�cc--------------------a--- WinBeam By CAST TIME : 05/22/17 15:09:56 Page: 4 -a-----w----...-a-...---ne-_-nnra--aa---a-a-a-aa--e--c===aaaa=-===___ X- 31.0000 28.6510 28.6510 X. 32.4975 28.8211 28.8211 X- 34.6650 27.2801 27.2801 X- 38.9975 17.8634 17.B634 X. 43.3300 0.0000 EHNI Engineers, Inc. 6lMpRe THE FiJTl1R£ON FCIJNpA71pN OF EACEItV.CE 621 North College Road.Suite 100 Then Falls,Idaho 83301 208;,734-4888 FAX 208,734 604g JOB NAME JOB NO. _.�212Q-/(4 BY DATE SHEET 9, -5- OF j 1Z1J55 1Z = /D�yd0 70 7,4L LL)-tl /1 o 6S'8' P6r— Cyr— COAX.WALE. C t E57— WALL l /00 PGF a. Al R 8 �1 G /a x3/ a-y = /X 3 ;,,y L yif.1� P O G. . M6, l3X 3PEr -T. f M = 10(► 116 rh-K rtrzY b�55,sxs x %r� rl�u� s-3� 6F� yr-) /a 60 P(h75 Art-6 r::A-57Z;AC.C- am i , 11 �14 k =r -�d—4 4,a 815 �C�rs r e-e- ENGINEERS/PLANNERS/SURVEYORS vewacdel t U nii I t e ti, cilm Ua o v .fl TwinFalls , °ago �cm z Structural Notes Design Criteria Structural Framing Lumber and Plywood Sheathing General c Structural design in accordance with international Building Code,2012 edition. Solid Sawn Lumber: All workmanship and materials shall conform to the requirements of the 2'-4'thick lumber: International Building Code,2012 edition. t j m Design Loads: Roof Snow Load 25 Per No.2 and Better Douglas Fir-Larch Roof Dead Load 15 Per Sand thicker lumber. No.I Douglas Fir Laren Shop drawings for all structural components,Including but not limited to Pre-engineered roof trusses,structural Insulated floor,wall,or. roof Z oN panels,structural steel members,preca.t or prestressed concrete members,etc,shall be submitted to the engineer of record for review N a Exterior and Interior Shearwalls: prior to construction. Review by the engineer of record Is for purposes Ic Wind See shearwall achedule for sheathing and nailing. of coordination with other building component.and For general peetgn Wind Speed 115 mph (3-second gust) Provide 2'nominal Cmin.I blocking between studs at all sheathing panel conformance to the structural drawings. Review does mat Indicate that Exposure Is edges-sheathing must ba nailed at all four edges at all shoarwalls. the shop drawings are corrector complete. Respa 1rotty for correctness Wind Importance Factor IID Stud spacing at shear walls shall be maximum 16'o.c.unless otherwise noted, shall rest with the contractor. Any engineering provided by others shall Where sheathing panels are required on both sides of a wall,and nail bear the seal of an appropriately registered engineer. EH Engineers Is GENERAL NOTES: Seismic - spacing is less than 6'oc.,panel Joints shall be offset to fall on different not responsible for the adequacy of engineering designs performed by SDg 0222 framing members,or Framing.hall be 3'nominal minimum thickness and nails on others. One copy of each submittal shall be retained for EHM Engineers' SDI 0P98g each side shall bo staggeraLi. records. L ALL WORK SHALL MEET STATE,LOCAL CODES, Site Class C ORDINANCES,4 2012 IBC— Seismic Importance Factor 1.0 All framing nailing shall meet the minimum requirements of IBC Table 2304.9.E Occupancy Category H I ALL MECHANICAL,ELECTRICAL,4 PLUMBING WORK Seismic Design Category 15 All nails specified by pennywaight In these notes,on the plans, and in all Special Inspections SHALL MEET ALL APPLICABLE STATE 4 LOCAL CODE5r schadules are common nails unless otherwise noted. Periodic special Inspection shall be performed In accordance with 2012 3, ALL UTILITIES SHALL BE PROPERLY IDENTIFIED< Silt Soll Bearing Capacity: 1500 per IBC Section 11 as Follows: LOCATED BEFORE WORK BEGINS ON PROJECT. "- Com acted Gravel Bearin Ca actt:4000 per All framing hardware shall be fLlly Walled or bolted. p 9 p 9 P I. Boil compaction teats to verify bearing If any backf111 Is Bolt.: required. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS 4 DIMENSIONS Foundation ASTM A301 unless noted otherwise.Provide washers at all bolt heads and 2. Concreto and rebar in accordance with Table 11053. Concrete AT THE JOB SITE 4 NOTIFY THE DESIGNER OF ANY nuts. compressive tests shall be completed for every 100 caJ•minimum DIMENSIONAL ERRORS,OMISSIONS,OR DISCREPANCIES ; Footings shall be bearing on native Insitu silt soils or compacted silt soils which of one per pour. BEFORE BEGINNING OR FABRICATING ANY WOpG. a' have been moisture conditioned and compacted to at least 9S%of the maximum 3. Steel construction(bolts and welds)In accordance with 2012 IB .# comps s density of a standard proctor near optimum la or compacted.Nita and or Structural Steel section 11052, pecifically Including bolt Inspection for Full 5. DO NOT SCALE DRAWINGS. pretensloned bolts in accordance with AISC Specifications. gravel fill which has bean placed In 8'maximumum liftsifts and compacted to at least visual Inspection only required for all field welds. 95%of the maximum density of a standard.proctor near optimum moisture content. Structural steel shall conform to the following standards unless otherwise noted 4. Post installed In hardened concrete epoxy anchor rods and robar Bearing capacity 1,500 per. on plans: - Wide flange structruaI beams and columns(W)shall conform to ASTMI A52% t The pit run gravel badcfill'shall be placed In IS'maximum Ilfta and compacted to Grade 50(ry=50 kal)or ASTM A992 (mlmimum Fy-50 kal) PLAN ANALYSIS at least 95%of the maximum density of a standard proctor near optimum moisture Based on 2012 Edition of IBC content. The gravel shell have a 2'maximum size and 50%or more retained on Square and Rectangular structural stool tubing(HSS)shall conform to ASTM the No.4 slave. Bearing capacity 4,000 per. A500,Grade B(Fy=46 kel) F For bearing pantie lly on gravel or soil and partially on rock,provide minimum 6• Steel pipe columns shall conform to ASTM A53,Typo E or S,Grade 15 k gravel cushion between rock and bottom of footing. ( ,35 kaU Engineer of Record: Gard Bowlin f'.E.EHM Engineers INC. Job Address: 346 Addison Ave.W. City: Twin Falls St.ld Zip: 53301 Footing excavations shall be clean and free of loose debris,standing water,or American standard(8)shapes,channels(C),angles(L),plates,and bare shall Legal Description: $t n uncompacted material at time of concrete placement. conform to ASTM A-36(Fy=36 ksU. Occupancy Classification:— M ^Occupancy Load Per Area: 1: 56 2: 1 C 5adkf111 against foundation walls or exterior walls below grade shall not be Bolts for structural steel: ASTM A325 unless otherwise noted.Unless noted 3: 1 4: 2 placed witll the walls are restrained bg the cooplotod concrete dock pit floor. otherwise on plans,all bolted connections are bearing-type connections with 5: 1.. 6: "2See foundation details and notes. threads not excluded From shear plane. NOTE: Number of Stories: I eq'd: Yes:_No: Total: bl 1 y Except where specifically shown on plans,all holes for bolts shall Iva standard .MEWS RESTROOM SIGN SIMILAR Floor Area: Basement: 1 3c✓'12 Exits Required: Basement; Concrete: F'c=3000 psi in 28 days,5 bag/".min cement.(walls,footing holes:hole diameter not more than I/16' larger than nominal bolt size(not more eQ -_--- cC and pedestals) than 1/5'larger for anchor bolts). 2nd: 3rd: 4th; 2nd: 3rd: 4th: stories G7 Where oversize or slotted holes are detailed on the plane, provide hardened Actually furthest travel die qs o exit: (IBC Table 1016:1&Table 1021.2) G' F'c.4,000 psi In 2&days 51i2 bag/o..min.cement.(slabs) washers. Type V-8 All bolted connections not.indicated as slip critical shall be tightened as p �+ r'� YP of Construction: Allowable Area Class: 3 acre-tightened Joint.in accordance with the above Joint specifieationa. RESTROOM Area Increase: /A F All welds shall be EIOXX electrodes performed to accordance with AWS i•••;dar:r Sprinkler System: Yes:_No:J Exit Signs: Yes:-stNo:_ „• Reinforcing Steel: Conform to the requirement.of ASTM A615 specification.. - Maximum Floor Area Allowed: >9,000 Ft Emergency Lights: Yes: 1-No:_ rs Grade 60 Mg-60 ksi)deformed bars Special Inspections Required: Yes:ENO:—Lighting Layout&ComCheck: Yes:__j_No:_ Gj Minimum coverage:3'cast against earth All steel Fabrication and erectlon shall conform to the current edition of AISC Firewalls Required: 1-5,Formed 'Specification for the Design,Fabrication and Erection or Structural Steel for eq Yes: No:��(If Yes,please provide cross section&UL Listing) r Minimum lap splices:no.4--30'unto. Buildings' Occupancy Separation Req'd: Yes: No:J(If Yes,please provide cross section&UL Listing) no.5--31'un.c. Area Separation Req'd: Yes: No: / (If Yes,please provide cross section&UL Listing) �. ® 0 other sizes no lap other than shown Classified Areas: Yes:—No: J (If Yes,please show on plans&explain classification) F�b ADA signage per L/Z 7� h All reinforcing shall be tied or otherwise held to place to prevent movement Light-gauge Steel ANSI 2010,Section 1ID3. 'a during concrete placement. 9'MIN. FIRE HYDRANTS WITHIN 1000 FT. Comments: ,ti Anchor Bolts:5/8'Diameter ASTM A301 Carbon shoat steel must meet the requirements of ASTM A510: - X 2.1. ft. GPM ft. GPM F low: ow:ow: 00 1/2'Diameter ASTM A301 Grade 50 kel for 12 gauge C . �'l �t Except as otherwise noted on Plan or Shearwall Schedule Grade 50 kal or Grade 33 kal for 14 and 16 gauge 3. ft. GPM Flow: V-J M -Grade 33 kei for 18 gauge and lighter members. 9 Total: sae Provide additional anchor bolts not more than 12'and not less than 4 1/2•from • 5 Structural members must be designed m accordance with ANSI'North American p Minimum Req'd Flow for Building: the ends of all sill plates. Provide minimum C2)anchor bolts per sill plate or well cation for the Design of Cold-Formed Steel Structural Members' a meet. Spa° 9 Model Required: Yes:_..No:_ tnoludtng 2004 Supploment. Anchor Bolts For Holdowna: sizes and minimum embedments as shown - on plans or per manufacturer's specification.. Comments: Unless noted otherwise,embedded bolte shall be placed prior to concrete placement,and shall be held In place with templates or other suitable means to prevent movement during concrete placement. _ Plowable fill/lean concrete: c 500 psi in 28 day. 1YHCAL Kr-5TKOOM SIGN MOUNTING HF_IGHT5 OUNER's CONTRACTOR. SCALE:NITS (HANDICAP ACCESSIBLE AS PER ADA REQUIREMENTS) ••ELECTRICAL WILL BE DE81GN/BUILD BY OWNER'S CONTRACTOR Non-shrink grout: Pc 5l000 psi in 28 days ••PLUM51NG WILL BE DESIGN/BUILD BY OWNER'S CONTRACTOR ••MECHANICAL AND MECHCHECK WILL BE DE81GW$UILD BY OUAJER'9 CONTRACTOR Drawing Index DOOR SCHEDULE TF T-1 Title Sheet ty 1 DOOR SIZE TYPE FRAME HINGES LATCH ACCESSORIES REMARKS: ,. N V-1 Record of Survey +f.41L DOOR A55t1 IE54NA To 4 y. a- C"LY WITH SECTION 10 AI OF 201?IBC F lO E INSULATE DRAIN 4 \ -� 9'-41, i:, (FINISH AS DIRECTED BY OIUtTJ f: WATER SUPPLY FOR y €€ AID SECTION 404 OF MAN ANT]2010 ADA.REO.PER 606 MIRROR i MIRROR C-1 Site Plan nk� � O m d i a$ ##AI1 Coll LNNIwS 1"I"I OLDS TO OF[CC AII1.1-2009 ( i i2' 42' o Q C-2 ,Site Details - W � LgPYWIUI�secna ,a,T x� GRAB BARS LL 'sl I _ -3'0'x 6-0'(PAIR) • • • • ••,• • (U -�`` A-1 Foundation Plan&Details ODWRTO�WNWOD�DDRRY&5NE55 GSOWLN 2 _ 3 6'x l-0' • • • • • •0 • (2) HlA)f& ? 3 3 0'x T-0' • _ • • • ••• • (2) (2) DE LOLKAOLE LATCH WITH A SWIE r�r� BAm GRAB ?k 3 A-2 Floor Plan - rgTIGN LEM THAT WILL WLCCK DOM T.HANCHETT RS k 4 3-0'xT-0' • • • • • °R zT - - FROM EGFE°.b SIDE RNO Ex1ERM WRDWA:E) xT•0' • • • e • m A-3 Building Elevations& ComCheck - 3,F oADEADASIGNAGEATRSR7q JUKE'n m= 6 3-0'x l-0' • • • • • (3) WO�altATS 13'iy• 1 3 0 T-0' •_ _ • • • • (3) i TOILET PAPER A-4 Building Section &Details 8 3 0 T'-0' • • • _• • (3) AS SHOWN W-0'(MM.CLR DISPENSER _I1'(MIN.) 9 3 0 T-0' • • • • M`M A-5 Reflected Ceiling/Lighting Plan/ t0 3 0�'_0' ® _ • ° °° 4�6-,6 PROVIDE FLUSH HANDLE AT OPEN SIDE aF TOILET Lighting Compliance TYPICAL TYPICAL iZE.STROOM MOUNTING t1F—IGtiTS ss of 48 SCALE,INTO a S/21/17 of ��yy uyUl � p i�l w p U G co o o a 3 � q R b0 U a0 Located In fj= o z �. U'9 w a A Portion of s W u Lot t � o Holohan Addition Subdivision o a a F SHOUP In NORTH .� A -N> wE$T SW 4 SE 4,Section 8 i s851a+14"E;3;z24— -- _ — Township 10 South,Range 17 East W a N a Boise Meridian wa Twin Falls County,Idaho x 9 2017 - zN 0 20 40 80 � SCALE IN FEET S84'32'00'E 297.96' _ ��84'32'00"E \ p A PARCEL 1 PARCEL 2 I w 10,601 S.F.t N 18,440 S.F.tcon Z y 9 99.62' 197.18' S89708"E 296.80' - o w Z O O S84'32�00"E�700.00' Legend ^� SURVEY BOUNDARY.LINE (o PARCEL 3 � o � ADJACENT PROPERTY LINE O H 'o I{ 48,107 S.F.t CENTERLINE OF STREET - (/] U OLD LOT LINE -——————- 4"r p I� O ~ NEW LOT LINE � v-+ 30 CALCULATED POINT (NOT SET) Q nO dQ I FOUND BRASS CAP 0 ,.,N/ - 100.00' W W FOUND 5/8" REBAR (AS NOTED) O REVISIONS FOUND 5/8"REBAR,NO CAP N84.32'00'W P9787' FOUND 1/2"REBAR (AS NOTED) p C.P.J2002-002365 L - -_ SET 1/2"x 24" REBAR & CAP - LS 10110 'F�l 1DD soN NUE ' WEST - - _ Survey References Deed References BASIS OF BEARING _ SURVEY iNST. #1998_014404 N84.3200"W 1313,6 #1998-014404 #2016-019306 #2000-008429 #862313 #840569 HOLOHAN ADDITION DO NOT SCALE DRAWINGS Please providethe CONDITIONS ANDDIMENSIONS AT City of Twin Falls With NAL LA yp oe no THE JOB SITE AND NOTIFY THE t�SS\0 AWE 9G > 476 16 ENGINEER MI ANY DIMENSIONAL p Q,Q B AVPRovED ERRORS,OMISSIONS,OR DIS- Ca copy of the a P REPANCIES BEFORE BEGINNING I, CHRISTQPHER S. HARMIS RA DO HEREBY CERTIFY THAT THIS DBIGH OR FABRICATING ANY WORK. PLAT IS A TRUE AND ACCURATE MAP OF THE LAND SURVEYED recorded Record of �o o UNDER MY SUPERVISION AND DIRECTION AND IN D— CSH STAMP 9fE OF SOP �y CONFORMANCE WITH THE REQUIREMENTS OF THE STATE OF D"TE JUNE 2017 Survey for United Oil �OoNERS•PPQ IDAHO CODE TITLE 55, CHAPTER 19. suc As Shown Company lot line V476-16 ROS SnM Na: adjustments. 1 OF 1 ._.._—... � APPROVED Lot line adjustr SCALE AS SHOWN DWG. NO. V 476-16 ROS SHEET 1 Y —1 Parkin Analysis: o £ i I GROSS SPACES SPACES ono 0 1 TYPE OF USE FLOOR AREA CRITERIA RECUIRED PROWOED U w O �6 REFUELING STATION 3,572 st I/250sf 15 26 H x ro 1127 ( Drainage Calculations: _ w 3 SITE BENCH MARK - "B"BOLT ON I Note. U Q ---'---J„ cDATUM) I I Impermous Areos 0.95 Fly _ —X N______, NO Tx Runoff Caefficienf(C)' V7=(A)l.6/12(C) ty o 3 v c e� .. _x x FIRE HYDRANT 3910 28b4 32 M"µ 79& _ en ELEV. 37.i. I t v dt 40 t �7 COIF 1 ' 0.25 EA Dry �3706 0 .pan e Aremt 0.35z ? -------,_ DRAINAGE AREA 77,148 sf (j�] l o h�i a :. --Odd --X---..•,.,... T r kapemous 77,148•97Z '.6 12' 1.11= 9,471 cf Landscape: 77,148"3Y• LE%'2" O25= 77 cf d 0. ` II olal Retentlon Regd= 9,556 cf i y i r�.' '&•'". 1 } j9.t9 Retentlmr grin u-"�' *1.5= 6.188 cf �C °moo eow po° _`- _ Dry-do 41+81"26•04=. 3,454 of rTl W i e t3709 • I ti otaF Retention Pronded= 9,642 of m E j c`tn � y� I ELEVATION LEGEND: ° RE1ENilON 73ASIN 75 a 0 10 20 40.. 7 V. 3806.5 ;OP 53'x93'ELE os� BTM 4Tr6t'ELEV.=.i805.4 1 1 e3O i bC' q„ F'.� 7 hol Gutter, Finished i I Q r,., op Asp t Lip ,and/a F hed Grade x 00.00 x 1 A IN F O,x,�:41•6I.2.6•0.4=3,454 d / -.I „jugs '', SCALE FEET .Top Curb x000OtC Top Concrete x00.00taa _ 10.18 I Top Sidewalk x00.00ts Exislnq Grade x00.00eg II NOTES Standard Curb&Gutter.L t = t c � L G o TBC -0.3B e e6 10,863ABfwEr' �-" - - I Vert;ca�Curb:LG to TC(Unless Noted Otherwise) =0.50 ,G.27 Site Key t S Notes: h ` Y � ---------� 3706 - et RETAIN&PROTECT EXISTING FUEL PUMPS AND CONCRETE UNDER CANOPY i ti e2 RETAIN&PROTECT XISTI G TRUCKPUMPS EXISTING C AND CONCRETE (� b, 1 °e° •"q '`'�:' ` °ry- o`q RETAIN T EXISTING UNDERGROUND i AN C LID n s � ,o.2s e3 RE &PROTECT ND FUEL TANKS D CONIC. F u, a� Y> t -• � 16.5'� e4 RETAIN&PROTECT EXISTING CONCRETE PAD AND MISC.JUNCTION BOXES w RETAIN&PROTECT EXIS➢NG SIGN UNLESS DIRECTED 07HERMSE BY OWNER ss o s ',bsss x x a z��_ ei 2 7 f- = -30'R-O-W I e6 RETAIN&PROTECT EXISTING POWER POLE UNLESS DIRECTED OTHERWISE BY OWNER 3 • 38 `° �7 '�`• �� to.v RETAIN&PROTECT EXISTING LIGHT UNLESS DIRECTED OTHERMSE BY OWNER Q q 9.2.29, 7.55 ?t 9� Oj n e7 �800 ei .?. ^sue...-e r,r y __ _ _ N ,'y+ e8 ADJUST EXISTING CLEAN-OUT(s)i0 FINISHED GRADE OF NEW SIDEWALK l,y aDom ° _ -- -- - ' --; �IIT 1 h 55or _ o` e '�'�"^-""---� i, s 9• i �Ql o • SAWCUT EXISTING ASPHALT PAVEMENT y® ?� \ J O i 9 - a2m -3- —i.. _ 'o"`\ { qe - -i, 0 t e10 SAWCUT EXISTING CONCRETE p,E. 863fs Y: oc +-{41T�R©}JI x0 1f6 �.�•^CONCRETE ,"• 1024 '2 O SSIBLEL)`� v0 e2 H ett REMOVE&DISPOSE OF EXISTING CONCRETE FLATWORK ' g ]85 _ — ' - PAPiklNG I' el � W 8 SPACES" REMOVE&DISPOSE OF EXISTING STEEL BOLLARDS —W, 7 4 I I` - —o= A E rVAN ei2 J '...... Ot CONSTRUCT ASPHALT PAVEMENT SECTION PER DET. 1 SHE C-2 i- ,�r .., •x °q^� ',,, q� ,q lo.z, 2� CONSTRUCT STANDARD CURB&GUTTER PER.DEL 2 SHE C-2 wl 6 a7s ei0 �. et IY, O3 CONSTRUCT VERTICAL CURB(NO GUTTER)PER DET.3 SHT.C-2 B.. . __ t' AIK8..� 20 r -- AGE _ �4 CONSTRUCT 4'VALLEY GUTTER PER DET 4 SHE C-2 f CONSTRUCT SIDEWALK, TURN-DOWN EDGE PER DET.5 SHE C-2 +0.20 - �6 INSTALL STEEL BOLLARD PER DET 6 SHE C-2 tt'0 INSTALL VAN ACCESSIBLE PARKING.SIGN PER DET. 7 SHE C-2 �Ic ,- a „ e'� I i ASFPa 1 I COTF lab to Inspect dry AI ACCESSIBLE PARKING MARKINGS PER DE - 2 Well for dimensions, PAINTED ' I 842ta v 8.75tc 863fs s S O 4"WHITE PAVEMENT MARKINGS, r._ _ roN REE_ CIS q}a q� fabric,rock before I I ri n e iBSHLC 1`L`'-isz 1°° 3 �"-'�— 43 2 e1 ' "E I backflll can occur. 70 CONSTRUCT ADA RAMP- TYPE'B' PER DEL 9 SHT.C-2 Please call 48 hours �3 Isoca. SS , L II _� InRECONSTRUCT ADA RAMPS®INTERSECTION PER DET 11 SHT C-2 8dKM F�g 6, 10.12 prior to inspection. 25`� :e5 SINGLAlR, R40' 1 �� M co UNITED OiY e5 'D et L 12 REPLACE EXISTING IRRIGATION BOX W/IRRIGATION MANHOLE PER DET.10 SHE C-2 i o� a aoo POSITION MANHOLE ON SOUTHERLY EXISTING PIPE AND INSTALL t3 LF. OF NEW 24"PIPE ON THE NORTH. SPLICE NEW AND EXISTING PIPE �.�""--------� -- STOLwux4SPIMLT BREAK•^ t- - r q -� "- I USING FERNCO FLEXIBLE COUPLER. .GROUT SEAL PIPE CONNECTIONS AT I 589 sf u . MANHOLE. For.information only: •^slpEwauc _ i la;o$ - s 72 RIMI=9.62 73 CONSTRUCT WASTE PEN PER DET 12 SHE C-2 Building is legal Canopy shall be a min of — ,`_ -` INV =5.78Planning i • non-conforming.Sits 20'from property line and um island min of 30'from ' in 93'centerline and pump - 35'property line property line. - — se O ADDj,SOA, AYEAru For Information only:Minimum DO Nor SCALE DRAWINGS BUILDING E N EsT Landscape Requirement along _ CONTRACTOR SHALL VERIFY ALL (US 3a) Addison Ave W is 1740 sf 4 I CONDITIONS AND DIMENSIONS AT `q Not a change of use.They trees,18 bushes;undulating THE"SITE AND NOTIFY THE 'N are remodelingthe berm between 18"and 30", ENGINEER OF ANY DIMENSIONAL ' DIS- CREPANCIESERRO BEFORE E BEGINNING restaurant to a convenience remainder of lot is 2218 sf 5 store.Retail to retail.Not trees,23 bushes;1/2 of trees OR EABRICAnmc ANY woRx. increasing sf.Not moving and bushes to be evergreen. STAMP the gas tanks. The parking lot landscape r -, No final Certificate of islands are in addition to the Occupancy until the old above. ` st e convenience store has been 7,5` 6' demolished. 6• , rN ) t HWTR 25 = 3706.5 _ APPreavEo A-1 BTM BASIN= 3705.0 L Y DESIGN - r7 BTM ROCK=37024 _. .. �r - - - DRAWN DATE 5/4/2017 3"UNCRUSHED DRAIN ROCK SCALE AS SHOWN ( DWG.NO. C 476-16 TOPO RETENTION BASIN SECTION N.T.S. SHEET C-1 w� 4'-0" See TFSD-708 for o new Valley gutter 2'-0" 2'-0' o detail U z c r1Y„ 2,-0" , 6." LANDSCAPE 6" ^ fl -_ SIDEWALK 1"BATTER R. R. 1" 3..� \ PAVEMENT' No.4 REBAR 1.50x t 0.50% ,� o 1"R. �Qz 7/2' �. COMPACTED GRAVEL BASE TO BOTTOM OF STREET SECTION. `t o 2"R. 1/4"R. EXPANSION MATERIAL _... —2Yz" 3/4"PLANT MIX PAVEMENT,SURFACE COURSE w ,fia"' REBAR I 4" 3/4"CRUSHED AGGREGATE FOR BASE, TYPE I '. .w+Y`� 4'.:.T �. ,I`---A' 6"-2"CRUSHED AGGREGATE FOR BASE, TYPE II ^-'h - ,'>:.- ... " .. '. .. -.. - E z eD q 4" 3/4"AGGREGATE BASE �'�! SUBGRA[iE,COMPACT i0 95%MAX DENSITY COMPACT TO 95%MIN. Base to tom f 1 king Gravel EXPANSION JOINT SECTION - I- OF STD.PROCTOR W'm V Base to Bottom of Parking Section 8" N.7s. , NOTES 1. EXPANSION MATERIAL SHALL BE PLACED IN THE VALLEY GUTTER AT TWENTY See TFSD-701 for FOOT(20)INTERVALS OR IF LESS THAN FORTY FOOT(40')LONG,PLACE ONE N a new Curb Gutter (1)PIECE IN MIDDLE.SEE EXPANSION JOINT SECTION. •• �o detail 2.ALL PERFORMED EXPANSION MATERIAL SHALL BE BLACK ASPHALT IMPREGNATED FELT MATERIAL AS PER AASHTO M33-78 111 CTI N n TYPICAL ASPHALT PAVEMENT SECTION n STANDARD CURB&GUTTER DETAIL `n'VERTICAL CURB (NO GUTTER) 4� 4'VALL ATYPICAL SIDEWALK TURNDOWN EDGE _ N.TS. L KT.S. 3 N.T.S. I } N.T.S. v N.T.S. RESERVED Y-0"X 1'-6"X 0.080" LANDINGS,2%MAX. V IN ANY DIRECRON PARKING ALUMINUM HANQIC PARKING SIGN. 6'PEDESTRIAN FlLL PIPE W77H CONCRETE, SIGN TO READ"RESERVED I A cues ) woo O ROUND OVER TOP. PARKING"WITH IDENTIFICATION I 4"WIDE STRIPING I MANHOLE SDMH SYMBOL AND"VAN ACCESSIBLE" PAINT 2 COATS D&L A-1180RING&COVER TRAFFI LLOW. 0 i OR EQUIVALENT r 8"SCHEDULE 40 STEEL PIPE SET WHERE APPLICABLE BOLT TO pp V pp C� IN CONCRETE FOOTING.PRIME AND z STEEL TUBE WITH 1/2 CADMIUM V ♦ ♦ V PRECAST GRADE RING IF RED'D PAINT YELLOW. PLATED BOLTS,NUTS,AND WASHERS. 2'EXPANSION JOpVT T-T CONCRETE FOOTING,TROWEL SMOOTH, 0 BACKGROUND PAINT 1 Ct / 2 COATS BLUE OF STALL SLOPE TO DRAM AWAY. 3'-0" - V-6" V-6" 3'-0' g 2"X 2"X.188"STEEL TUBE, 4'MN�\ 7' 4'MIN. CONCRETE PANNG PER PLANS PAVING PER PLANS O I � ^� EXTEND INTO CONC. FILLED PIPE 2'-0". p Y A DETECTABLE -- m PLAN WARNING DOMES Q a" SLOPE LEc>rvD: PRECAST CONCRETE INLET BOX ] ii COMPACTED SUBGRADE ^I I N 2" 114IT-•ys • I 2'_0^ �•• Lac ttai(aix1 MAXSLOPE p��1 LI�r � FIN. GRADE i � "... C� �d 2'-0" _ 3/4"CRUSHED g : 1-3" Y 4" 2 3/4°AGGRAGTE BASE• 4 1 AGGREGATE 12".DIAMETER CONCRETE BASE 3"WIDE PAINTED STRIPES N PAINT((2))COATS WHfiE - DETECTABLE WARNING DOMES B" BEADED REFLECTIVE PAINT �y ALIGN WITH END SEE TYPICAL PARKING PAVEMENT BECKON �! OF STALL STRIPING SECTION A-A g U STEEL BOLLARD DETAIL n ACCESSIBLE PARKING SIGN PAINTED ACCESSIBLE PARKING n ADA RAMP-TYPE B N.LS N.T.S. 0 IRRIGATION MANHOLE DETAIL N.Ta N.T.S 8 9 N.T.S. B' PRECAST CONCRETE CAP \� r TOP W (2)#5 CONT.BOND BEAM boa9 ELEV. 44.40 •�, (TOP COURSE) 8"CMU(TYP.)SPLIT FACE .,,.. ABOVE 3RD COURSE .... n J5 VERT. 0 24"O.C. N SOLID GROUT ALL CELLS 'ol (2)#5 CONT.BOND BEAM �q �° r Q ,_. (l OTM COURSE) a.. J 1 1 1 1 1 I 'eT.' FINISHED GRADE,SEE PLAN FOR + PC b ELEVATION&MATERIAL {- (2)#5 CONT.BOND BEAM q�. (4TH COURSE) 6"CONCRETE SLAB, SEE PLAN FOR ELEV. 0 0o Oc o0 00 00 00 00 00 00 CDO � 14r Vq .,, +I 4"-3/4"AGGREGATE 2'. 0 'D CONralt, TOP FTC -:-4"SQ. TUBE STEEL ELEV. 34.40 ;' 8"CM SMOOTH FACE GATE POST,PAINT o ,.Jt U FIRST(3)COURSES. T916Gc' .. EL < 5. x GATE FRAME, TURN EVERY OTHER LEG - O 2 1/2"SQ. TUBE STE »• PAINT " I 2' 0" 2 (IS CONT. 6"D A.BOLLARD, TYP. L OPPOSITE.ROTATE TO 45' M "v FILL IW/CONC. zz 10 DO NOT SCALE DRAWINGS SHALL VERIFY ALL "0.151 rQ" li_ CONDITIONS AND DIMENSIONS AT 0 D TYPICAL WALL SECTION Q !, 3 :LTY"' R �;� THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL Q 0 ® CCRREPA CIOSIBEPORE BEGNNING BRICARNG ANY WORK. 00 0CE 00 DO OOi00 00 24'-0" STAMP w 5 6 PAINTED L PROVIDE ALUMINUM SCREENING.G.COLOR QyY DOUBLE SWING GATE. ATE TO . � �.. 4 0" 14'-0"10 D" u _ POST,CAP, .. � TO BE APPROVED BY OWNER. I 6' 4' A •----GATEPOST PER GATE r PLAN z GATE LATCH � a -- o MANUFACTURER APPROVED DESIGN DRAWN II z DROP ROD II II DATE 5 /4 2017 II II / FJLILI SCALE AS SHOWN L_J L—J GATE ELEVATION DWG.No C 476-16 TOPO ADA RAMP RECONSTRUCTION DETAIL SHEET INTERSECTION ADDISON AVENUE W.&BLAKE STREET S. n TRASH ENCLOSURE DETAILS C-2 �� N.T.S. SCALE:T/4'=1'-0' EXISTING BUILDING 28'-0' 1. O EXISTING PIPE COLUMNS c� I TO REMAIN u�. o A-I = w RETAIN SLOPED )..-I A .......... .,. .. ..,,,,. AS IS rA FRAMING MANSARD 0 d d O O O O ry G F ?� o 984 B LAP 085/PLY 6'ONTO 4'-0'x4'-0'xl0'FOOTINGS VERIFY EXISTING RIM BAORD AND Sd EXISTING ROOF JOISTS STEMWALL/FOOTING NAILS a A_1 2 CONDITION CONTACT A-I ENGINEER FOR NEW FF��11 FOOTING REQUIREMENTS Myl i 51M. 2X6 STUD WALL a 16'oz.WITH o W q r --- I r- --1 I r-- -, I ----1 ` �` FULL THICK BATT INSULATION W m U M WI0x33 BEAM(ABOVE) WI0x33 BEAM(ABOVE) WI0x33 BEAM(ABOVE)I I +y r _________�L___ __1_____ �__________t--- ---�_____ ______�____t--- ___- -- ---------r_�.___ _ __..�____----- \ \ �\ \ ` 7(`'OSB/PLY WITH Sol �m - - ---'�'�--- -------- ----------- --- ---f---- -----j-------- ----I------ --------L-�-- -----"--- `. NAILS a 6'oz.PANEL ,z O "+y I Cj 2 .�, C� 2 I E, 2 I EDGES,SILL PLATE .. L-- r r 3r. AND 12'o.c.FIELD N CL 1 i- A_i A-I ----'`� A-1 A-I c A-1 A-1 ABOVE ABOVE ABOVE °re•xi0'A-BOLT®48'o. , 6' 2xb P.T.PLATE VERIFY EXISTING STEMWALL/FOOTING CONDITION CONTACT ENGINEER FOR NEW PATCH,REPAIR AND LEVEL FOOTING REQUIREMENTS T.O.GONC. EXISTING SLAB AS REQUIRED �ELEV. 100'-0' •4 a 32'oz. (3)04 CONT.•TOP, MID HT.AND BOTTOM o WEST WALL FOUNDATION DETAIL N 0 X w b WSx31 COLUMN WITH 1r2'xS'x9'BASE PLATE WITH(2)Ty'd o 5'G.O.FOR(2) w 1r4' %'DIA.x 12'PLUS 3'LEG A36 ANCHOR BOLTS WITH NUTS AND WASHERS WITHIN •rJ' 17' STIRRUPS 3 4'-0'x4'-O'xl0'FOOTINGS T 4 STIRRUP 4 d YAND BOTTOM TOP 3'-6'x3'-b'x10°FOOTING 3'-6'x3'-6'xl0'FOOTING 8 ' A-4 +3r r '`�'-I (4)-4 INSIDE OF C� O O _ 3 rc - 3 +3 _ -_ STIRRUPS.COMERS °� b �( i A-1 a< I �Y I A-1 -�rC`O� ` `� ` PEDESTAL 8' Q . _�____________�_ ________________ ______________ - I 2 WI0x45 BEAM(ABOVE) WI0x45 BEAM(ABOVE) WI0x45 BEAM(ABOVE) I a 4 �y � � L A-1 ----J L----J 2 °Qe d q lcwoxx M. 2 1 A-1 1 - GLR 5'-2' BIM. IT-4' A-I IT-4' SIM• L(4)-4 EACH WAY 44' � a 4'-0'x4'-0'W/(4)04 EACH WAY LENGTH FOUNDATION PLAN c3'-b'x3'-b'SIMILAR WITH(4)•4 EACH WAY) SCALE:1/4' 1'-0' 1r4' TYP. PAD FOOTING DETAIL 2 WI0x33 AND WI0x45 �4. SCALE:1' 1'-0' A-1 SEE PLAN '1a'x3'r4xSl*'STIFFENERS BOTH SIDES OF WEB 'q't PLASTER COVER REMOVE INTERIOR CONCRETE PLASTER a PLATE (VERIFY) Y,._....-_.. LOCATIONS �ONAL fy"� STE L8x4xt,2 LLv 4' LENGTH 1r2'#e t SHEET METAL NG 4 SHIMS ALTERNATING SIDES a 4'-0' —' oz.'�i'x4'xl1q'PLATE WITH TACK WELD i- �a't FOR SIMP8ON TITEN HD q F SHEET METAL SHIMS, V2',O FOR SIM ANCHOR � J/' J): (8)109i(r l+eTOPGPLATEO�WIATCHI THICKNESS AS REQUIRED 1r4. (B)914'A325 THRU BOLTS •4 CCNT.-DRILL TO FILL GAP AND BEAR TYP. 74' AND EMBED 10' WITH NUTS t WASHERS. FULL „% FULL WIDTH a 4'-0'. MAX 1r4' PRETENSIONING AND INTO EXISTING °. g� 3' SPACING BETWEEN �(s' 4' INSPECTION IS REQUIRED CONC.STEMWALL •4 a 24'MAX CONCRETE CONTACT WITH TYP. WITH 91MPBON SET SPACING cn BEAM/SHIMS SHALL BE �(r' 4' S' 9 EPDXY OR EQUAL GA50WLIN 4'-0'.TACK WELD SHIMS TO S' BEAM FLANGE EDGE. WI0x33 OR WI0x4S WBx31 COLUMN T.HANCWETT 3'MIN. P. I ° d re JUNE'11 9(a' 3'MIN. � 1 4 - GLR AS SHOWN o. 416-16 BEAM TO CONC.WALL CONNECTION DETAIL BEAM/COLUMN MOMENT CONN. 4 STEM WALL OVER NEW PAD FOOTING 3 SCALE:11q' .I'-O' A-1 SCALE:1V2' •1'-0' A-1 SCALE: I' = 1'-0' A-1 o E M M • U U Z o 5 w m ry co i F,�rn NEW EMERGENCY EXIT NAND FOO TING WALL EXTERIOR DOORWAY' NO ¢ g 94 _ - r O O O I O 00 EXISTING PIPE Ca, 0 I COLUMNS TO I OFFICE 9 // REMAIN COOLER I I OCCUPANTS ip? I OCCUPANTS J A-1 J J , i //. x p Q Q �p.I STORAGE ! Q U TYP. I OCCUPANTS $ • I I-----r `� r-- $ rr----r `� r-----Ir r✓" —� X "'I � �' 1 I I A-1 11 1 1 i A-1 1 I A-1 1 �i ---- I ____ II - - __ II _ __ 1 " �n;rm -`�� 3'-7" / 0 EXISTING CMU r'--•—T OO ;r WALLS TYP. REMOVE EXISTING WINDOW AND I ItMEN'S, REPLACE WITH NEW STORE FRONT WINDOW SYSTEM I WI0x45 BEAM I o I SIMPSON HDU2 SDS2.5 ON DOUBL '^ Tx6 STUDS WITH�'e'xl6'A36 STEEL ALL THREAD RODS WITH I0'MIN. S I 1 CONCRETE EMBEDMENT WITH I yQhy I I O \ SIMPSON AT EPDXY m � n _ I � '6'OSB/PLYWOOD WITH Sal NAI LS v HALLWAY WOMENS e 4'oz.a PANEL EDGES AND RESTRM REMOVED DOOR TO BE 0 FIOLOOWN STUDS AND SILL PLAND I2'o.o.FIELD. %'PIA..I2'A36 ANCHOR RODS FOR SILL PLA - '' IN-FILLED AB REQUIRED 32,o..WITH 10'MIN.CONCRET ry�( IUi'FUR-OUT AT INTERIOR---_�EMBEDMENT WITH NUTS d WASHPSIMPSON AT EPDXY. yCCMU WALLS WITH%'GYP.F _ BD.TYP.�rvRECONSTRUCT EXISTING STUDi 5 WALL. RETAIN EXISTING PIPEo RETAILCOLUMNS 56 OCCUPANTS _— FAMILYRESTRMJAN.CLST. SIMPSON HDU2 SD82.5 ON DO62x6 STUDS WITH%'xl6'A36 / ^ C Q ALL THREAD RODS WITH 10'MIN. `x K S( EXISTING RELOCATED ELECTRICAL F•�i ^� ti CONCRETE EMBEDMENT WITH I ° -BYO. 4 ELEC.PANEL8 METER AS REQUIRED SIMPSON AT EPDXY 3 LEE 45 36"MAX HEIGHT Q O COUNTER FOR p ACCESSIBILITY 0 w 0 M REMOVE EXISTING WINDOW AND SALES ga.s REPLACE WITH NEW STORE FRONT 0 2 OCCUPANTS EXISTING DOOR TO BE WINDOW SYSTEM I 'a MECH/ELEC. M CH REMOVED AND REPLACE. �� REPAIR WALLS A6 REQUIRED COFFEE BAR 0 eulsnNc IXIS7ING i- P EXIST'G A I _ C� �.� AI _ —._ —._ —.——. _. IGAS � ILJLJ A-4 i TYP. METE x1 � Y� �` � R — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 3 15-4"x6'-0° WINDOW O 16'-4"x6'—O" WINDOW 3 PROVIDE SIGN AT a-a A-4 A-4 SYMBOL LEGEND BUILDING I- - — — — — — — - - - - - - - - -1 SODA FOUNTAINS, "COMPLIMENTARY � NEW siuDs WALL ' \pNAI � CUPS AVAILABLE NEW AWNING A-4 NEW STORE-FRONT DOOR AND p\STEq O FOR WATER." 9 "I "1 :X�5 TING STUDS WALL 111 WINDOW SYSTEM. "� � Q�.(1/-/�� OR PROVIDE I t 1 44 DRINKING 8'-8 Ill-4 m-r Ll1.C6C.1 XSTING CMU WALL 4' FOUNTAINS. a 44'-0' EXISTING EXTERIOR CMU WALL ggyp W10x45 BEAM WITH 2x4 FUR-OUT AND FULL THICK BATT.INSULATION --=9—•— TRAVEL DISTANCE `"OVED z FLOOR PLAN 0DOOR NUMBER ° " G.BOWLIN SCALE:1/4' 1'-m' m NEW EXIT SIGN T.HANCI4ETT JUNE'IT R NEW EMERGENCY LIGHT'G Q NEW EXTERIOR EMERGENCY AS SHOWN ILLUMINATION a EXIT DOORS "° 4T6-16 FIRE EXTINGUISHER (LOCATE PER FIRE MARSHAL) /� A 2 RIBBED METAL TO w o EXISTING MANSARD MATCH EXISTING ROOF TO REMAIN cwp - - - - - — — — — — — — — — — — — — — — — — — — — COMcheckSoituvareVersion4.0.6.1 Cn o ^A Envelope Compliance Certificate o � Z a3 Project Information •:"� T 8 M a r A14 I Energy Code: 20121ECC Project nue: Location: Twin Falls,Idaho .. - vertical Glazing/Wan Area: 8%ration Climezone: 5b Pm ap rEV.. Construction Site: Owner/Agent: Designer/Contractor: M�•�1 � W m U� Building Area Floor Area 1-Retail:Nonresidential 3671 z O SYNTHETIC STUCCO Envelope Assemblies R•Valw Proposed Max.Allowed Poat•Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Floor 1:Slab-On-Grade:Unheeled,[Bldg.Use 1-Retail] •- — 1.000 — 0.540 --- Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1-Retail]: -- -- .-. -- -- -- Comment:,Exemption:Flaming cavity filled with insulation. Window 1:Metal Flame with Thermal Break:Fixed,Clear,Fixed, -- -- 0.380 0.400 0.380 0.400 Fixed,[Bldg.Use 1-Retail] Door 2 Glass(>50%glazing)Metal Frame Enhance Door, — -• 0.370 0.400 0.770 0A00 Entrance Door,Entrance Door,[Bldg Use 1-Retail] Extenor Wall2 Concrete Block B',Partially Grouted Cells EAST ELEVATION Empty,Funding:Wood[Bldg.Use 1-Retail]Exemption Flaming STORE POOR AND cavity fined with Insulaaion _ WINDOWS Window 2:Metal Frame with Thermal Break:Fixed,Other,Find, 0.380 0.400 0.380 0,400 SCALE:1/4' I'-0" Fixed.IBldg.Use.1-Retail Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Retail] -- -- 0.370 -- 0.370 -- Poor 1:Attic Roof with Steel Joists,(Bldg.Use 1-Retail], { Exemption:Flaming cavity filled with Insulation. Fenestration product performance must be certified In sccordence with NFRC and requires supporting documentation. (b)Slab-On-Grade proposed and budget U-factors shown In table are F-factors. Envelope Compliance Statement Compliance Statement:The proposed envelope alteration project represented In this document Is consistent with the building EXISTING MANSARD plans,specifications,and other calculations submitted with this permit application.The proposed envelope systems have been ROOF TO REMAIN I designed to meet the 2012 IECC requirements in COMcheck Version 4.0.6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. tj i] 1 ti _ O �To�OF wlNDow _ _ _ _ ., _,- ? .. 348 2 NEW AWNING Data filename.C.\Users\Tom\Documents\COMcheck\476 lfi UNITED OIL.cck g c 1 of 14 . Project Tltie' Report dat•'0]/I]/]] y' I. Pa a 'SCyC • � ADDRESS NUMBERS O � d s Buildings shall have approved address numbers,or approved building Identification placed in a position that is plainly legible,visible from I--, 81 NTHETIc 91Lcco the street or frontage road fronting the property and of a contrasting color(IFC 505.1). ct Address size is based on distance from center of the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in.,IFC 505.1. W In an effort to be consistent with other buildings being built in the area,I am requesting you place the address numbers on the upper right O side of the building that faces the street. .� •y SOUTH ELEVATION STORE-FRONT WINDOWS b SCALE:1/4' . I'-0' 11.4 •� 00 W4° � M EXISTING MANSARD ROOF TO REMAIN — — — — — — — — — — — — — — — — — — — — — -- — — — — NAL SYNTHETIC STUCCO u'ramva G.E30JUL IN - aluas T.HANGHETT JUNE'II i METAL INSULATED DOOR acuz AS SHOWN (NO EXTERIOR HARDWARE) No. 416-16 WEST ELEVATION SCALE:1/4" = 1'-0' A-3 a a a 41' r`AS NEEDED u z 3# 3' 350816 2-43 LIP TO SIDES 4e L3x3xj'x4'a ROD/STRUT V o C I' LIP a ROD LOCATIONS 4 tj WAY v TYP. L° 3,,°S. LOCATIONS 341y' TYP. BETWEEN RODS. 2 a'oi • SIMPSON BDS25300 ^ L' a b o ------- -- BCREwB o w 3 a --- -- --------------------- a a EXISTING MASONRY c ^'.3 0, 3 3 3 WALL SIDES ------------------------------------ --- BEND UPWARD EDGE& ..� F A-4 A-4 SD.SCREWS AND 8D SCREW TO •� o 0 A-4jj" •6'oa. EDGE TUBE•6'o.o. �¢ v g _ _ z _ fib'GYP.s CEILING ---- ---------'----- ----------- MANSARDo ^ A-4 EXISTING METAL -"' ------ frl �a �oN TO W IREMAIN -------------------------- --------------- g LIP TO LIP 62-54 t— -7�Y7 COVER WITH SLOPED 3C 6lroVE 2RAGeDECORATIVE WIDTH/SHEETII METAL SHEETINGU---------------I— �1--------------------1—I— I— --------J-------I— 4-------J � �o0 o - ---------------------------------------- - --------------------- - ---------- --- \ SECTION THRU CANOPY N a 1 WI0x45 BEAM�_� WI0x45 BEAM � WI0x45 BEAM \� -1 SCALE:Ili' I'-0' A-a DEEP VERCO TYP. k 3•a g• DEGK O FUR-OUT WALL WITH --- 2 RILL THICK GATT INSUL.TYP.AT TY .A-1 EXTERIOR WALLS 3508162-43 STD.DOWN SPOUT 3 50516 2-43 I I MOUNT TO WALL (2)12 00916 2-5 4 F/•'•11 1-1— 1-1--- 1-1--- 1-1— 244gqe.CUSTOM END LIP TO LIP TER L————— L—————————J L—————————J L—————J N 424 SECTION THRU BUILDING SCALE:3/8' 1'-0' A-4 24ga.CUSTOM ty MATCH END GUTTER a/ .r0 EI LONGITUDINAL SECTION THRU CANOPY X 2x8 BLOCKING EACH STUD T.O.PARAPET `Y ELEv. TO MATCC�F SCALE:I��' I'-0' A-a Old SOUTH WALL SD8 25300 SCREWS f-L o 2x8 STUDS 16'o.o• 2 PER STUD o I('o.c. EXISTING TRUSS TOP CHORD F 08B/PLY WITH 'x&'xl'PLATES 0 $d NAILS a 6'o.C. EXISTING ROOF DECK Us 3'MIN. �lL�2,I L6x4x'4 LLH, (2)L6x4x4 LLH 4-.+ ITH 112"x6'xl'PLATE$ _. --- �b 2, 3' 5' 3" i• '4MPSO TI'PLATE NR 6 r{ > 818N TEN MASONRY � Q� PLATES OD 70P L SCREWS TTN25214H SPACED p VO FOR I,'EYE ——— — —— o AS SHOWN. O BOLT p _ -3i 1 3'x3'xl0ge.PLATE WITH$'a ° ° _ I b MAX SPACINGDB 7 48' �i (2)Lbx4x%LLH i 6• M !"� M 4x4 BLOCK WITH(2)10d ii 9 6' V EYE BOLT WITH 74READED 1�••1 NAILS EACH END THRU ii �4 6• ROD(LENGTH AS REO'D)4 STUDS AND SIMPSON A34 ii DOUBLE NUTS a AWNING HANGER ANGLE SEAT•CANOPY ii �� 6' RODS AND HEX HEAD BOLT THRU '/4 SUPPORTS i' 4WALL AT OTHER LOCATIONS 'p i A-4 EXISTING STEEL TRUSS V4 REINFORCING @ TOP CHORD OF TRUSS 4 TOP AWNING ANCHOR ANGLES @ WALL CORNER II AA� SCALE: Ili,'.I'-0' A-4 SCALE: 1''/2° 1'-0'4 it SIMPSON SDS 25300 SOWS,I PER STUD•IS' - ----- --------------------- ii oc FIELD VERIFY EXISTING TRUSS END ----------- ------------- L6x4x41 LLH Y GAP WEB MEMBERS __-- --------- ----- ------- \ $'xl'x8'BEAT PLATE ��� i OT.OF CE 3'� 4Y'x4'x8'KNIFE PLATE li4 �4'xl'xl0'PLATE WITH 5 II 1 4 V MIN. SIMPSON TITEN MASONRY g�ON T Ev@/ )TRvISS ----- SOWS TTN25214H SPACED �p\STEgg� -�ECEv.—i10�—O'i — 1, AS SHOWN. Q'�•-(H-'�!'" \ / �✓ ° ° NEW WI0x45 BEAM A-4 m _ WIND111 OW HE Vxl'x8'SEAT PLATE y. Ll x lx%LLH 4 4' NEW STORE FRONT—, 14 p• WINDOW SYSTEM YXV WELD STUDS WITH NUTS v4 l• AND 21 DIA.WASHERS•12'o.o. 8'x4'KNIFE PLATE THICNESS 14 l' 2 3' 2' STAGGERED 3'(TOP AND TO MATCH GAP V MN. '14 a G.50WLIN BOTTOM OF BEAM) 4- 1114 on �• 4' T.HANCNETT NEW WI0x45 BEAM JUKE'll AWNING REINFORCING @ EAST WALL 3 REINFORCING c BOTTOM CHORD OF TRUSS BOTTOM WALL ANCHORAGE @ WALL CORNER AS SHOWN SCALE, I'• I'-0' A-a SCALE:N2' • I'-0' A-a SCALE: IV2' • I'-0" A-a A-4 • U � OU i — — — — — — --- — — --- -- COMcheck Software Version 4.0.6.1FJ V _ Interior Lighting Compliance Certificate� Ligh 'n C m � � y T — -- - - ---- - --_ r7m co 0 O .0 0 O 0 .0 .. Project Information o p,3 e0t" Energy Code: 20121ECC �I j y H Project Title: .p.{ p O 4 „ - 0 <� Project Type: Alteration Constfucnon Site: OwnerlAgant Designer/Contractor: W rn 4'a' Y.P.BD.CEILING ® ® 4e'GYP.BD.CEILING ^�\ LL ro \. O Allowed Interior Lighting Power 5 _ - - - _-- ® O Area Ca 9 ry- Total Allowed Watts 5714 s - Flo(M))rea Watts 1K AlloIS X C)at to o t J W _ O V i-Retail:Sales area 3571 1.60 5714 m V l \ YI 00 Proposed interior Lighting Power z O A B C D E f1. Fixture ID:Description I L p Wa g Per Lamp Ballast Lamps/ it of Fixture ( ) ~Lamp/Wattage P am I C X D Fixture Fixtures Wate ® RetailSales2LE 1 area(571 so it)LE LED 1:LED PAR SW. 1 39 15 686 LED :LED Other Fsture Unit 40W'. 1 23 40 920 Total Proposed Wens= 1505 Interior Lighting PASSES I - ® Interior Lighting Compliance Statement 0 �' Compliance Statement:The proposed interiorcalculations ion rig alteration protect represented in this document is consistent with the building plans,specifications,designed and other calculations submitted with this permit application.Verso 4.The proposed Interior h n y systems have been designers im meet the 2n the IECC requirements n COMcheck Version 4 0 6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. _ 0 Name-Title Signature Date I 0 OPEN T UND ID£ E Project Title: Report date:07/12117 . .. Data fllename. C:\Users\Tom\Documents\COMcheck\476-16 UNITED OIL.cck Page 3 of 14 ® ... 0 °li GYP.BD.CEILING 0 i �n COMcheck Software Version 4.0.6.1 .� w I 3 Exterior Lighting Compliance Certificate H I ® Project Information DROP CEILING SOFFIT ABOVE COUNTER TOP$ 0 AND ISLAND `. _ ® Pr 20121ECC , Energy Catle � ; Project Ttle' Q ` oject TYPe' Alteration O Exterior Lighting Zone 2(Neighborhood business district) V rn L — Construction Site: Owne7AgenC DesignerlConnact°r. ++ o I Allowed Exterior Lighting Power M A B C D E Area/Satiate Category Duentity Allowed Tradable Allowed Watts— — — — — — — — — — — — — — — — aexe — — — — — — — — — — — Watts/Unit Wattage (B X C) Entry canopy 157 it 0.25 yes 39 - F Illuminated length of facade wall or surface 74it 25 Na 185 Illuminated length of facade wall or surface 52 ft 15 No 130 REFLECTED CEILING/LIGHTING PLAN Total )_ 39Tmaw wa 3 . \._.. ,.... z 8-GALE:1/4'. I'-0' Total Allowed Supplemental Wans(b)= 60D Wattage tmdeot(s are only allowed between lrotlable areaslsurtaoes. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. m SYMBOL LEGEND Proposed Exterior Lighting Power �yq A B C D E (i Fixture ID:Description I Lamp Wattage Per Lamp I Ballast Lamps" #of Fixture (C X D) NEW STUDS WALL Fixture Fixtures wan {tIS 4k EXISTING STUDS WALL EnD AWTradable Wattage i 5 iS ]5 It'�tlr III 'naiad length of facade wall or satiate Non-tmdable War— LED 2.LED RoatlwaY Park rig Unit 67 W 1 2 87 13A ZONAL fro EXISTING CMU WALL Illuminated length of facade wall or surface_(52 ill'Non-tmdable Wattage fff r+iT� R@_ LED 3:LED Roadway Park rig Unit 67W 1 1 07 67 EXISTING EXTERIOR CMU WALL Taal Tradable Proposed Waft= 75 I{ WITH 2x4 FUR-OUT AND FUL77 L d THICK BATT.INSULATION Design ' de Exterior Lighting Compliance Statement y�sy1• NEW EXIT SIGN Compliance Statement:The proposed exterior ght rig alteration project represented In this document Is consistent with the building plans,specifications,and other calculatons submitted with this permit application.The proposed exterior lighting FI systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.6.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 'J NEW EMERGENCY LIGHT'G n+own Q._ NEW EXTERIOR EMERGENCY Name-Title Signature Date - sm u ILLUMINATION m EXIT DOORS G.BOWLIN CANARM'BL14CL T.HANCHETT - PENDANT W1 40WATT LED 4� re LAMP CSATCO Stl%S) JUNE ill 5'LED RECESSED CAN Project Title: Report date'.07/12/17 ® LIGHT W/15 WATT LAMP Data filename:C:\Users\Tom\Documents\COMcheck\476-16 UNITED OlLcck Page 4 of 14 a AS SHOWN ® LED WALL PACK 51 WATT NO 416-16 LAMP A-5 s 46'-m'3 as'-m•: I'. EMERIS NEW EXTERIOR WALL DOORWAYY' NOY EXIT AND FOOTING NEW— — — EXTERIOR HARDWARE — — — _ — — — — — — — — — — — — — — — — — — — — — — -- xi ' ( .i 1' / 9 I COLUEXISMINGNS PO ( '� _s ®/ ( OFFICE REMAIN COOLER I I OCCUPANTS a 9A®® _+ 1 OCCUPANTS / A-1 w O� U TYP. OV Ou 3 'j ." ® �✓' rn/ / ' I OCCUPANTS R ` ��Ol� Gw,/ t------I x r-- rJ' -II-----1 r-----Ir-- 5 -I -------ir rJ -1 `0I .c,., ' - O./O flrccrs;cy. ca�L_ .<!J>+�aY m Q I I I a-I I i I A-I I I I I A-1 1 l000i ~ z �SP — " Tcw r r' 3-?" f 0 EXISTQfs�i'cmu f' - O9 WALLS TYP. 5--al �ir�r 5+* k REMOVE EXISTING WINDOW AND ` REPLACE WITH NEW STORE FRONT �` A/tt WINDOW SYSTEM WImx45 BEAM I I � I TRM x 7.5 497.5 003 I v= aj oZ cSh�r// 1862 712 SIMPSON HDU2 SD529 ON DOUBLE ( I I + m 569,5 2x6 STUDS WITH g'e'xib'A36 STEEL - ALL THREAD RODS WITH Im'MIN. CONCRETE£MBEDMENT WITH ,,���,,,,i y _ _ GTN-L �j-,-sv� ` SIMPSON AT EPDXY I \ `Gfy e i f 7 ��� �i - Air zone effectiveness.8=712 C p // Na'OSB/PLYWOOD WITH 6d NAILS HD \ 1L O HALLWAy EXISTING DOOR TO BE y +4'o.c.•PANEL EDGES AND WOMEN'6 12'oL . IE STUDS AND SILL PLATE w RE$TRM ���,kpl�vI S " ANCHOR FIELD. �'•'DIA.xl2' LA w INS-FILLED AS REQUIRED OVED AND WALL 6 fAnT /o ANCHOR RODE FOR SILL ON PLATE+� ( 4�+ t. S + 32'o.c.WITH Im'MIN.CONCRETE EMBEDMENT WITH NUTS i WASHERS I G/ (� 1��s'FUR-OUT AT INTERIOR r SIMPSON AT EPDXY. °�a'GYP. ^ rt d z BD.TYP. BALANCE REPORT "µ6v� y'� t r RECONSTRUCT EXISTING STUD _ WALL. RETAIN EXISTING PIPE o RETAIL �'- g_7°t O ��; TO BE PROVIDED COLUMNS z 56 OCCUPANTS ` -- FAMILY :r` ✓ ifa� /.rv�e. rpgjiC. ^ HD o �°'tic BAN GL6T. o l rcEStrtl AT FINAL. V 712 CFM S MIN. SIMPSON HDU2 SD62S ON DOUBLE o 4,_m, �6+96, -- 2x6 STUDS WITH 4'a'x16'A36 STEEL I o ® all lY ` 0 ALL THREAD RODS WITH Im'MIN. m CONCRETE EMBEDMENT WITH I o$ \� ® EL£C.1 P I, i S METER AS REO.RELOCATED ELECTRICAL ` SIMPSON AT EPDXY UIRED 1 g. �� Ip O REMOVE EX16TING WINDOW AND SALES E; REPLACE WITH NEW STORE FRONT 0 2 OCCUPANTS ` EXISTING DOOR TO BE WINDOW SYSTEM I ` REMOVED AND REPLACE. cH REPAIR WALLS A6 COFFEE BAR 9 �} ; ME Ec. DOSTINWO REQUIRED A,4 T'P. yA G'C'6 - rYdd �rEXIST�G 1�TER — 3 — — —3 15'-4"x6'-O"WINDOW — Q I 15'-4"x6'-O'WINDOW - - - - - - - - - - - - - -- - — - - - - - - - - -I SYMBOL LEGEND NEW STIVS WALL p+ NEW AWNING 1'" A-4 U V NEW STORE-FRONT DOOR AND � ,+ ?III WINDOW SYSTEM. I EXISTING STUDS WALL i EXISTING CMU WALL F 4' 4' 44'- • EXISTING EXTERIOR CMU WALL WImx45 mBEAM WITH 2x4 FUR-OUT AND FULL yy THICK MATT.INSULATION - f ��.r=9-•- TRAVEL DISTANCE ® Z FLOOR PLAN Q DOOR NUMBER SCALE:1/4' 1'-0' 9 m NEW EXIT 61GN NEW EMEW3ENCY LICxHT'G - g NEW EXTERIOR EMEWSENCY ILLUMINATION•EXIT DOORS FIRE EXTINGUI644ER (LOCATE PER FIRE MARSHAL) CITY OF T-WIN EX1,1,S S£RvNG Building Department P O Box 1907, Twin Falls,Id 83303 208-735-7238 SIGN INSPECTION REQUIREMENTS The items marked below must be inspected prior to coverage or completion of installations. Items to be inspected must be accessible for visual inspections. Foundation & Setback Requirements X No Inspections Required Inspection requests must be submitted through the Inspection Phone system by calling 735-7333. Requests for same day inspection need to be called in prior to 7:30 AM that day. -------------------------------------------------------------------------------------------------------------------- JV COMPLIANCE CERTIFICATION 12/4/17 The undersigned installer hereby certifies that the sign(s) covered by Building Permit # 17-3294 were installed in accordance with the approved plans and provisions applicable to this project and Building Permit. Address 348 Addison Ave. W. Installer: L^ Date: `"1 21 l'LOISb Sign Company Represents Please return this form within 5 war ing days of compl n to the City of T in Fa uilding Department, 324 Hansen St. E. N:\ConunDev\Building\Electronic Submittals\Commercial\17-0867 2140 Floral Ave --Sign Pennit\SIGN INSPECTION.doc CITY OF Project Type: Sign Permit P'VIN FALL Applied Date: 12/0112017 Permit Type: Permanent Sign Permit V. Issued Date: 12/07/2017 4v S eRviNG 322 Address: '94$Addision Ave W Permit No.: 17-3294 Owner Name: United Oil Contractor: Lytle Signs Inc 1925 Kimberly Rd Twin Falls ID 83303 Phone: 208 733-1739 Contractor License/Registration# RCE-11922 Permit Information wall&roof signs Number of Signs With footings 0.00 Number of Signs Without Footings 2.00 Project Value _ 9.276.00 Type of Sign Multiple Sign Types Zoning Distrid C-1 Lot Number 1 _ Block Number_ - _Subdivision Name Holohan Addition Property on comer lot N Front Yana Setback 35' Rear Yard Setback V Slde Yard Setback 0' _ Canyon Rim Setback N/A Engineering Required N Wall Connection Verified Y Pole Size Verified N Certificate of 66 upancy Issued for Building Y _ Requires Foundation N Fee Date Description_ Qty/Hrs Fee Waived Fee Amount Amount Due 12/01/2017 Signs Without Inspection 2.00 No 100.00 Total Fees: Payment Amount: 100.00 Amount Due: Sign Placement Information Signs shall not be located in required parking space, driveways that provide access to parking spaces,or fire lanes, nor shall they encroach into a right-of-way or violate the site triangle at an intersection or driveway. Banner Signs 1) All four corners of a banner sign shall be securely attached at all times. Banner signs must be in good repair, taut, and vertical at all times. Inflatable Signs 1) The minimum setback from the road right-of-way shall be one and one half times the height of the sign. Sandwich Board Signs 1) Sandwich board signs shall be located not more than ten (10) feet from the door of the business or use utilizing the sign. 2) Sandwich board signs shall not be located closer than three(3)feet to the curb of any adjacent street. 3) Should a sandwich board sign be placed on or adjacent to a sidewalk, an unobstructed pedestrian clearance of at least five (5)feet in width must be provided adjacent to the sign. Community Event Signs 1) Community event signs may be allowed to be placed off-premise of the event with permission of the property owner of the propertZwh t s n is-:placed. Code Enforcement:208-735-7278 Signature: Date: 2 2/2 CITY OF P"N >F'ALIN Project Type: Sign Permit Applied Date: 12/01/2017 Permit Type: Permanent Sign Permit Issued Date: F� 4V OA<� -Q�0 S£R V tNG Address: 348 Addision Ave W Permit No.: 17-3294 Owner Name: United Oil Contractor: Lytle Signs Inc 1925 Kimberly Rd Twin Falls ID 83303 Phone: 208 733-1739 Contractor License/Registration# RCE-11922 Permit Information wall &menu signs Number of Signs With footings 1.00 Number of Signs Without Footings 1.00 Project Value 9,276.00 Type of Sign Multiple Sign Types Fee Date Description Qty/Hrs Fee Waived Fee Amount Amount Due 12/01/2017 Signs With Footing 1.00 No 100.00 100.00 12/01/2017 Signs Without Inspection 1.00 No 50.00 50.00 Total Fees: 150.00 Payment Amount: 0.00 Amount Due: 150.00 Sign Placement Information Signs shall not be located in required parking space, driveways that provide access to parking spaces, or fire lanes, nor shall they encroach into a right-of-way or violate the site triangle at an intersection or driveway. Banner Signs 1) All four corners of a banner sign shall be securely attached at all times. Banner signs must be in good repair, taut, and vertical at all times. Inflatable Signs 1) The minimum setback from the road right-of-way shall be one and one half times the height of the sign. Sandwich Board Signs 1) Sandwich board signs shall be located not more than ten (10) feet from the door of the business or use utilizing the sign. 2) Sandwich board signs shall not be located closer than three (3)feet to the curb of any adjacent street. 3) Should a sandwich board sign be placed on or adjacent to a sidewalk, an unobstructed pedestrian clearance of at least five (5)feet in width must be provided adjacent to the sign. Community Event Signs 1) Community event signs may be allowed to be placed off-premise of the event with permission of the property owner of the property where the sign is placed. Code Enforcement: 208-735-7278 Signature: Date: CITY OF TWW City of Twin Falls Planning & Zoning Department ' 324 Hansen Street East Phone: 208-735-7267 0 P.O. Box 1907 Fax:208-736-2256 •eMY,eo Twin Falls, ID 83303-1907 www.tfid.org Sign Permit Application PROJECT INFORMATION Project Address: 348 Addison Ave West Phone#: (208)733-7033 Business/Tenant using space: United Oil Describe the#and types of Estimated signs ro ose: (2) illuminated wall signs Value 9276.00 PROPERTY OWNER INFORMATION CONTRACTOR INFORMATION Name: Franklin United Inc Business Name: Lytle Signs Address: PO Box 5159 Address: PO Box 305 City,State,Zip: Twin Falls, ID 83303 City. State,Zip: Twin Falls, ID 83303 Phone: (208) 733-7033 Phone: (208) 733-1739 Email: info@unitedoil.com Email: robert@lytlesigns.com State Registration# RCE-11922 &Expiration Date: Current Signage: Sign # Type Illuminated Dimensions Height Location Proposed Signage: Sign# Type Illuminated Dimensions Height Location 1 Wall LED 4'x 20' 1 East Elevation 2 Menu LED 4'x 20' 10 West Elevation SIGN PERMIT APPLICATION MINIMUM REQUIREMENTS ❑ 1. -Two(2)copies of documentation submitted. ❑ 2.-Signs drawn to scale and dimensioned, attach a color rendering that represents the actual sign(s). ❑ 3.-Site Plan-scaled,showing: ❑ North arrow and scale. ❑ Right of way. ❑ Dimensioned location of proposed and existing ❑ Dimensions from outer edge of sign and/or sign(s)on property. foundation to back of sidewalk and/or face of ❑ Street frontage dimensions and all street names. curb. ❑ Dimensioned property lines. ❑ Dimensions of wall(s). ❑ Existing and proposed buildings. ❑ 4. -Sign Elevations,showing: ❑ Dimensions, locations.and orientation for every ❑ Face,pole covers, non-lettered areas.base,poles, sign,existing and proposed. and non-lettered symbols. ❑ Height of sign from ground. ❑ Projection of sign. ❑ 5. -Foundation details for all free-standing signs. ❑ 6.—Completed application form. 1 certify that the value& scope of work provided a ove re e m s a urate available at this time: Robert Reeder 12/1/2017 Print Name Si natu Date. 1 {•r �#ram :i L +t�{ •.;'- _l '- ' _ ` . `_ 1•��FF . •� ` INSTALLATION TO BE ENGINEERED & CERTIFIED BY SIGN _`- !��. jf _ I wit J�_ i+ ! "3eies.z>w` ri -ice'' Proposed Wall Sign •.� � Proposed Wall Sign �� : — "•;� - aiil 53' "'VVV �F r if, .. IL United Oil Y_ 348 Addison Ave West Robert Reeder 0 0 / •c• now Lytle Signs PO Box 305 6/1 Twin Falls,ID 83303 (208)733-1739 ' INSTALLATION TO BE ENGINEERED & aaa �r CERTIFIED BY SIGN COMPANY e J -1 Al �o a° T united �J united OII i �W 7-,-, � — `~I —f �J fiff. EAST ELEVATION Scale:3/32-1" WEST EI�VAEION �— Z e� �J u< o H 2 n V [) �' ► nn OO o< LIRE RKIIf®Rail V�V t H eKMS fFSffvFD _Z W $N ^W c� o� r vZ 0 c d Lytle Signs Inc. X _ a at Twin Falls Office 1 zoo -*,aFT c 0 Ins KEMRERIITRD c V TMN FRELS,WHO 97383 (2)S/F ILLUMINATED WAIL SIGN < 208 7331739 1 800 6216836 AN ALUMINUM CABINET PAINTED WHITE WE o I.- nr 208 736 8653 POLYCARBONATE FACE WITH 3630.53 CARDINAL RED TRANSLUCENT VINYL COPY APPLIED a 0 Boise/Meridian Office . WHITE L.E.O.ILLUMINATION V 2078C COMMERCYLSI 914 MERloux WHO e7e43 C $Z 208.388 1739 ONE WILL BE MOUNTED ON A CORRUGATED METAL ROOF—ONE FLUSH MOUNTED ON WALL e W lar208.38839b6 G srvnw Ipfesigm mm Ksales cN117slesigns som oN INSTALLATION TO BE ENGINEERED & CERTIFIED BY SIGN COMPANY WALL i VERIFY ON SITE UL LISTED CABINET ATTACH WITH 3/8" X 3 1/2" LAG BOLTS INTO STRUCTURE OF BUILDING CLIENT: WALL SIGN ATTACHMENT DATE: DRAWN BY: W p ADDRESS: SCALE: NO SCALE WO 1: LYTLE SIGN 2015 THESE DESIGNS ARE Tw EXCLUSIVE PROPERTY OF LYTLE SIGNS INC. THEY MAY NOT BE USED IN PART OR IN WHOLE WITHOUT THE EXPRESS WRITTEN e e e o eC�ir e e e v e e CONSENT OF SAID COMPANY. THE SALE OF THE DESIGNED MATERIALS DOES NOT CONSTITUTE THE TRANSFER OF OWNERSHIP OF DESIGN OR DRAWINGS SIGN PERMIT CHECKLIST City of Tivin falls Code Chapter 9 www.tfid.org Sign Address �a$-� Ac�n-Wtt,2-� _ Permit#--\C1-��.��1 Contact Phone# -133- \r\3`S Fax # Grid # Subdivisiono���e,��4\c��. ,ur, l�� Zone G\ ❑ Site Plan - scaled, showing: ❑ Dimensioned location of proposed and existing sign(s) on property. ❑ Street frontage dimensions and all street names. ❑ Dimensioned property lines. ❑ Right of way. ❑ Dimensions from outer edge of sign and/ or foundation to back of sidewalk and/or face of curb. ❑ Dimensions of wall(s). ❑ Sign Elevations, showing: ❑ Dimensions, locations, and orientation for every sign, existing and proposed. ❑ Face, pole covers, non-lettered areas, base, poles, and non-lettered symbols. ❑ Height of sign from ground. ❑ Projection of sign. ❑ Ensure compliance if in a Professional Office Overlay district- PRO (10-4-18 H) ❑ Ensure compliance if in a Canyon Rim Overlay district-CRO (10-4-19 I) ❑ Ensure compliance if in a Neighborhood Commercial Overlay district-NCO (10-4-21 I) (A) AWNING SIGNS: An awning sign is a sign which is applied to, attached, or painted on an awning or other roof-like cover, in endcd for protection from the weather or as a decorative embellishment, projecting from a wall or roof of a stru re over a window, walk, door, or the like. ❑ Time: Site plan and/or fina at approved. ❑ Place: (a) Non-residential use. (b) Project into public right- -way for up to 4 feet, b shall not project closer than 2 feet to the face of curb. ❑ Manner: 50% of visible awning surface area. (B) BENCH SIGNS: A bench sign is an off-pr ise sign incorporated on a bench designed and intended to be used for seating for the general public. X ❑ Time: Bench sign to be erected or placed on a property r that property has been developed. ❑ Place: (a) Allowed by special use permit in CB except BID , 1, M1, and M2 zoning districts and except any location prohibited by I ho Code section -1910. (b) Bench signs shall not be placed w' hin 500 feet in any dire *on from any other bench sign. ❑ Manner: (a) Sign incorporated on the bencl seatback shall not exceed 6' in length and 2' in height. (b) Written consent of all prope owners and tenants within 150' of the proposed location. (C) CANOPY SIGNS: A canopy sign is a sign that is applied to, attached, or painted on a canopy or other roof-like cover over gasoline fuel pumps, or similar use, intended for protection from the weather or as a decorative embellislunent. ❑ Time: Site plan and/or final plat has been approved by the City for development of the property and after the issuance of a building pen-nit for a building on the property. ❑ Place: GAworkarea\PLANNING&ZONING\2008-NEW SIGN CODE-CC 12-08-08\Sign Pen nit Checklist 01-02-09.doc (a) In conjunction with non-residential uses. (b) One sign on each side of the canopy band. ❑ Manner: (a) Not to exceed 30% of the square footage of the band face. (b) Signs must be attached directly to or painted on the face of the canopy band. (c) Shall not project more than 12 inches. (D) CIVIC DIR�CTIONAL SIGNS: A civic directional sign is an off-site sign that advertises and directs traffic to civic uses�i c uding, but not limited to schools, parks, fair grounds, City facilities, or similar uses operated by either publi or private non-profit organizations. ❑ Time: Site plan and/or fin l plat has been approved by the City for developm nt of the property and after the issuance of a building pe t for a building on the property. ❑ Place: (a) In conjunction with non-residential uses. (b) Only in road ri�ht-of-way on collector and arterial treets. ❑ Manner: Installed in complianclwith the Manual of Uniform ffi ac Control Devices as well as other City, State or Federal regulations. \\, (E) FREESTANDING SIGN: A feestanding sign i a sign that is erected on its own vertical framework consisting of one (1) or more uprights supporte by the ground and generally used to identify the name of a business or development. ❑ Time: Site plan and/or final plat has been approve by the City for development of the property and after the issuance of a building permit for a building on th property. ❑ Place: (a) In conjunction with non-resid t'al uses. (b) Ten feet from the face of cu or dge of pavement. (c) Shall not encroach into pu lic right-of-way. ❑ Manner: Vertical support structure sh be a minimum of 24 inches wide. Constructed of materials that are similar to or that compliment the buildin aterials on the front building facade. (1) Standard Free-standing sign: (a) One sign per street f ontage. (b� Maximum 100 sq_ re feet per sign. (c) Ma/umthree i height f 25 feet. (2) Non-residuses in esidential, Open Space and Professional Office Overlay Districts: (a) O per s eet frontage. (b) Mm 6 square feet per sign. (c) Mm eight 8 feet. (3) Commerc 'dors: (a) Ofor the first 200 feet of each street frontage. (b) Oitional sign for each additional 200 feet of street frontage. (c) Mm three signs per street frontage. (d) M signs on a lot shall be spaced a minimum of 100 feet apart. (e) Mm 100 square feet per sign. (f) ltiple signs may be combined into one sign,not to exc ed 200 square feet. (g) aximum height 35 feet. (F) INTERNAL DIRECTIONAL SIGNS: An internal directional sign is a sign that is to be read by a person already on the premises and used to identify or locate a drive-through lane, entrance, exit, route, parking, building, office, tenant, or similar place, service, or route within commercial, multifamily, or office developments. GAworkarea\PLANNING&ZONING\2008-NEW SIGN CODE-CC 12-08-08\Sign Pennit Checklist 01-02-09.doc ❑ Time: Site plan and/or final plat has been approved by the City for development of the property and after the issuance of a building permit for a building on the property. ❑ Place: (a) In conjunction with non-residential uses or apartment complexes. (b) Minimum setbacks are 30 feet from the front property line. ❑ Manner: Signs constructed in conjunction with multi-tenant and/or freestanding signs shall be consistent with the building ele ents and materials of the multi-tenant and/or freestanding signs. (G) MARQ E SIGNS: A marquee sign is a sign mounted on a vertical surface of a roof-like structure projecting ov a building entrance, typically a theater entrance. ❑ Time: Site plan and/or-.final plat has been approved by the City for development of the property. ❑ Place: (a) In conjunction' 'th non-residential uses. (b) May project into blie right-of-way for up to 4 feet, but s all not project closer than 2 feet to the face of the cu b. ❑ Manner: (a) Maximum area is 15% f the area of the largest fa of the wall on which the sign is located. (b) May implement electrons\ Ily changeable text. (H) MENU BOARD SIGNS: A me\nu board sign is a ign erected in conjunction with a use that incorporates a drive through or drive-in and generally used t provide service and/or product options and pricing for customers who remain in their vehicles ❑ Time: Site plan and/or final plat has been approved y the City for development of the property and after the issuance of a building permit for a building on the roperty. ❑ Place: (a) In conjunction with non-residen al uses that includes a drive-through or drive-in. (b) Minimum front yard setback s all be 25 feet. ❑ Manner: (1) Drive-through pre-order sign: (a) Internal light may be util' ed. (b) One drive-through pre- rder sign allowed. (c) Setback a minimum 10 feet from the drive-through menu board in same drive-through lane. (d) Maximum area i 48 square feet. (e) Maximum hei t is 8 feet. (f) Located at si or rear of the principal building. (2) Drive-through me board: (a) Internal 1' lit maybe utilized. (b) One d ' e-through menu board allowed per drive-throug lane. (c) Maxi um area is 48 square feet. (d) Ma mum height is 8 feet. (e) Lo ated at the side or rear of the principal building. (3) Drive-in enu board: (a) f drive-in stalls are covered by a canopy, menu boards may be attached to canopy support columns. (b) Internal lighting may be utilized. (c) One menu board allowed per ordering station. (d) Maximum area is 9 square feet. (e) Maximum height is 6 feet. GAworkarca\PLANNING&ZONING\2008-NEW SIGN CODE-CC 12-08-08\Sign Permit Checklist 01-02-09.doc (1) MESSAGE CENTER SIGNS: A message center sign is a sign containing a display that can be changed by electrical, electronic and/or a computerized process that provides general public service information such as time, date, temperature, weather, or messages of interest to the traveling public. A message center sign may also provide commercial messages relating to the use of the property on which the sign is located. ❑ Time: Site plan and/or final plat has been approved by the City for development of the property and after the issuance of a building permit for a building on the property. ❑ Place: (a) May be allowed as part of flush wall mounted, roof mounted or freestanding sign. (b) In conjunction with non-residential uses. (c) Shall not project into the right-of-way. (d) Building off cial must make all the following findings in permitting: 1. Locat n and placement will not endanger motorists or pedes 'ans or distract or impede raffic. 2. Will not over or blanket any prominent view of historic or architectural significance. 3. Will not obstruct views to side yards, front yards or pen space. 4. Will not distract or intrude upon or negatively i act visual quality of a public open space. 5. Compatible with building heights of the exi ing neighborhood. 6. Lighting will not cause hazardous or uns e driving conditions. ❑ Manner: (a) Maximum area of message center sign is 50 uare feet, unless street frontage is equal to or greater than 400 lineal feet then maximum size is 80 square et. (b) Lighting shall not exceed one degree ph ographic exposure, measured 100 feet from sign at a position 5 to 6 feet above ground perpendicular from t face of the sign. 1. Daylight: Average 14 exposu value, never peak over 15 EV. 2. Night: Average 12 exposure alue, never peak over 13.5 EV. (c) Flashing prohibited. (d) Word messages shall not Chang frequency less than one second per frame. (e) No full-motion video, live or d ayed. (J) MULTI-TENANT SIGNS: A multi-tenant sign is a sign that is erected on its own vertical framework consisting of one (1) or more uprights supported by the ground and generally used to identify several commercial, service, and/or office ses within a single common subdivision or development. ❑ Time: (a) Approved sign coord' ation plan. (b) Site plan and/or fin plat has been approved by the City for development of the property and after the issuance f a building permit for a building within the multi-tenant zone. ❑ Place: (a) In conjunction rth non-residential uses. (b) Located within multi-tenant zone. (c) Allowed on same lot as freestanding sign, as long as number of signs does not exceed number of lots. (d) Minimum setback is 10 feet from face of curb. \\ (e) Located not closer than 50 feet to another multi-tenant or freestanding sign. ❑ Manner: (a) Notarized letters from all property owners located within a multi-tenant zone to the City authorizing creation of the multi-tenant zone. (b) Vertical support structure shall be a minimum of 24 inches wide. GAworkarea\PLANN ING&ZON I NG\2008-NEW SIGN CODE-CC 12-08-08\Sign Pennit Checklist 01-02-09.doc (c) Constructed of materials that are similar to or that compliment the building materials on the front of building fagade of the principal building. (d) Constructed of materials that are similar to or that compliment any freestanding signs and/or internal directional signs on the same lot and/or multi-tenant zone. (e) One sign allowed for first 600 feet of street frontage. One addition ><gn allowed for each addli<Qnal 600 linear feet of street frontage, maximum of 3 s' s per street frontage. (f) Maximum rea shall be 150 square feet. Zones that exce 00 feet of street frontage, maximum ar shall be 300 square feet. (g) Maximum neigh 35 feet. (I) PROJECTING SIGNS: A projecting sign i sign attached to and projecting out from a building face or wall more than twelve (12) inches, generally a right angle to the building. ❑ Time: After the issuance of a building permi or'a,.building on which the sign is attached. ❑ Place: (a) In conjunction with no -residential uses. (b) Minimum of 9 feet shall be provided between the grade of the sidewalk and lowest portion of sign if constru d over a sidewalk. ❑ Manner: (a) Ea building or tenant is allowed one sign per wall that faces street, public way, or parking 'Aot. '(b) Maximum area is 12 square feet. (L) ROOF SIGNS: A roof sign is a sign that is painted directly upon or mounted on the roof of any building. [✓]Time: Site plan and/or final plat has been approved by the City for development of the property and after the issuance of a building permit for a building on the property. [✓�Place: ✓(a) In conjunction with non-residential uses. .,(b) Shall not be allowed to face property zoned or designated for single-family uses if the sign is within 150 feet of the property line. [�Manner: -'/(a) One sign in lieu of wall signage. Square footage will be deducted from allowable wall sign area. ✓(b) Maximum size is 3 square feet per linear foot of building width up to a maximum of 150 square feet. ✓(c) Signs shall be designed to look like part of the building or roof structure with the supports, anchors, or braces to be enclosed or designed so that they are not readily visible. ✓(d) Shall not project beyond the wall line. (M) SUBDIVISION ENTRY SIGNS: A subdivision entry sign is a sign that generally identifies a development and that generally re ers to the platted name of the subdivi ' n. ❑ Time: Site plan and/or final plat been approved by the Cif r development of the property. ❑ Place: Located within the platted limits subdivision. - ❑ Manner: (a) Mounted to a subdivision monument, s ning wall, retaining wall, or similar structure, not to project above the structure. (b) Maximum area is 100 square feet. (c) Maximum height is 8 feet. GAworkarea\PLANNING&ZONING\2008-NEW SIGN CODE-CC 12-08-08\Sign Permit Checklist 01-02-09.doc (d) Maximum number is one freestanding sign or two signs attached to screening walls or similar structure (not a combination of both). (e) A rnative types of subdivision entry signs may be approved as part of sign coordination plan. (N) SUBDIVISION M UMENTS: Subdivision monuments are physic ' provements such as signs, walls, or structures, construc to draw attention to or enhance a s ision entrance or its surrounding area. A subdivision monument may re hire issuance of a buildi> _p it depending upon the design of the proposed monument. The current Building.Code should b --e�nsulted to determine whether a building permit will be required or not. �. ❑ Time: Site plan and/or final plat has be pproved by the City for development of the property. ❑ Place: (a) Subdivision uments placed on private property shall observe all building line and setback require s. Non-habitable monume is may encroach into required setbacks as long as site tria e is observed. (b) ay not be erected in future right-of--way. ❑ Manner: (a) Developer must provide a plan for future maintenance o monument. (b) Maximum height is 25 feet. (0) WALL SIGNS: A wall sign is a sign painted on or erected parallel to and generally extending not more than twelve (12) inches from the facade of any building to which it is attached, supported throughout its entire length by the building face. Time: Site plan and/or final plat has been approved by the City for development of the property and after the issuance of a building permit for a building on the property. lace: ,,*"(a) In conjunction with non-residential uses. ✓(b) No allowed on fagade (other than the front of the building) that faces property zoned or designated for single family uses if within 150 feet of the property line. [/Manner: -"(a) Maximum area is 3 square feet per linear foot of building. Total square footage allowed may be split into multiple signs. .,'(b) Shall not project above the roof line or parapet wall. .` (c) Maximum size within a Professional Office Overlay district shall be 25 square feet. Comments: G:\workarea\PLANNING&ZONING\2008-NEW SIGN CODE-CC 12-08-08\Sign Permit Checklist 01-02-09.doc rJ`�V1 N FALL OF L Project Type: Commercial Building Permit Applied Date: 04/03/2018 Permit Type: Commercial Demolition Permit Issued Date: 04/03/2018 04 OC <e SERVING Q� Permit No.: 18-0801 Address: 322 Addison Ave W Owner Name: United Oil Contractor: Don Anderson Cons Inc 2328 Eldridge Ave Twinfalls ID 83301 Phone: 208 734-2164 Contractor License/Registration# RCE-2019 Permit Information Pro rtyDescription of Work Demo Comm_Building pe Location in City Limits Y Number of Units_ 1.00 Project Value 5,373.00 Impact Fee Type N/A Fee Date Description Qty/Hrs Fee City Amount Total Waived 04/03/2018 Demolition Commercial Fee No 42.00 42.00 Total Fees: 42.00 Payment Amount: 42,00 Amount Due: 0.00 This permit is not transferable(between contractors)and becomes null and void if work is not commenced within 180 days or is abandoned for a period of 180 days. Property Owners: By signing this form you are certifying that you are the legal owner and will personally perform the work covered by this permit. You recognize that this permit is only valid for the work on a primary or secondary residence and associated outbuildings not used for commercial purposes. By signing this,you accept responsibilitly for all work being performed,and understand that all work must be inspected by the City of Twin Falls, Building Department. Any work in the right-or-way requires a seperate permit from the Engineering Department. Please contact them at 208-735-7248. Inspection Line Phone Numbers: Build in 208-735-7333 E ctrical:208-735-7235 Mechanical:208-735-7289 Plumbing:208-735-7299 Signature: Date: i CITY OF TWIN FALIS Fire Department: 208-735-7290 -- City Of Twin Falls Planning &Zoning: 208-735-7267 Building Department Building Department: 208-735-7238 203 Main Ave East Fax: 208-736-2256 FOA oQv P.O. Box 1907 www.tfid.org <F �� Twin Falls, ID 83303-1907 S fR V tN�' Demolition Permit ❑ Commercial ❑ Residential PROJECT INFORMATION Project Address: 322 Addison Avenue West Project Value: S 5,373.00 PROPERTY OWNER INFORMATION CONTRACTOR INFORMATION Name: United Oil Business Name: Don Anderson Construction Address: P.O. Box 5159 Address: P.O. Box 2293 City,State,Zip: Twin Falls, ID 83303 City,State,Zip: Twin Falls, Id 83303 Phone: Phone: 208-734-2164 Email: Email: kenny@donandersonconstruction.co State Registration# RCE-2109 12-14-08 &Expiration Date: Complete and Answer All Questions 1. What is the structure being removed? Building 2. An asbestos certificate is required for structures older than 1975. Is asbestos present? 11 Yes ❑No(if yes,provide certificate) 3. Is the building being partially demolished? ❑ Yes N No Does it have a basement? ❑ Yes ❑No 4. What are the future plans for the site? Parking 5. How will the site be protected for safety? baarricaded 6. The City requires a pre-approved Traffic Control Plan for any work being done within or impacting the City Right-of- Way. Contact City Traffic technician Robin Hite at 735-7254 or 308-7254 7. Have the following been disconnected or abandoned? How? Gas/Propane scheduled to be Electrical scheduled to be Electrical City Water/Well scheduled 8. Is structure in the city's Warehouse Historic Overlay District or a historical site? ❑ Yes F No 9. Have you contacted the Fire Department(contact at 735-7236)? ❑ Yes 0 No 10. Have you received a copy of Twin Falls County Chapter 2 Solid Waste Ordinance? 6 Yes ❑ No 11. Have you received a copy of the EPA Asbestos Information? e Yes ❑No Notes + All concrete is to be removed unless structurally sound and planned to be re-used. * Soil may need a compaction test if a new structure isn't built upon native soil. * Please consult the Solid Waste Ordinance in Twin Falls County Code(4-2) for disposal of solid waste. As the Owner/Applic nt/Contractor I hereby certify that I have read and examined the above application and checklist, and that all of the iu orrnation provd and items checked are included as part of the initial permit application submittal and are t4�tott of my kno edge.Signatur Date Residential Connn.•rciol � Atohi :,ae.�,,, Al Bolt ROFESSIONAL Fax: 208.379. 941 � �� Fax: 20R.379.GR�1 i J Email:albolt(a-�pcofcssionalinspcctionsinc.com =NSPECTIONS�. www.professionalinspectionsinc.com March 15, 2018 Thorpe Demolition & Excavation United Oil 322 Addison Avenue West, Twin Falls, ID Asbestos Facts / Points to Remember The use of asbestos containing building materials (ACBM) in the United States started in the mid 1800's during the Industrial Revolution. The first major use was as lightweight roofing materials followed by thermal systems insulation for pipes, boilers and tanks. World War II exploded asbestos use as a "strategic product" in the war effort. After the war asbestos production and manufacturing returned mainly to the construction industry. The "window in time" when most different asbestos products were installed in buildings was 1945— 1980. EPA bans on specific ACBM started in 1973. In 1989 the EPA issued a final rule banning most ACBM. In 1991 this rule was vacated and remanded by the Fifth Circuit Court of Appeals. Bans continue, but many ACBM are not banned and are manufactured, imported, processed and distributed in commerce and used today. Uses for asbestos include fireproofing, thermal insulation, condensate control, acoustical insulation, decorative application, siding, roofing, base moldings,cement panels,shingles, pipe, sheetrock, stucco,felt papers, caulking, paints, cement mix, sheet vinyl, vinyl floor tile, ceiling tile, textiles, ovens, rugs, carpets, hair dryers, appliances, curtains, theater scenery, simulated snow, car brakes, clutches & transmission discs, rope, spray applied products, paper products, transite products, ... The regulatory application of a building inspection is to prove what suspect building materials are NOT asbestos containing, and therefore may be treated as normal construction material or waste. All others must be treated as asbestos, whether sampled or not.Also, if suspect materials are not identified during the inspection, and are later discovered, they must be treated as asbestos until proven otherwise by sampling and analysis. A comprehensive building inspection will include evaluating materials located on the exterior of the building as well as the interior. The purpose of an inspection for major remodel or demolition is to locate all ACBM, whether inside or outside of the building. Only then may potential exposure and liability be avoided. OSHA requires that"due diligence" be addressed in identifying any ACBM that could cause employee exposure. If asbestos exposure occurs to an employee, then "due diligence" has not been accomplished, and the owner (primarily) is responsible. While it is often possible to suspect that a material or product is or contains asbestos by visual evaluation, actual determinations can only be made by instrumental analysis. The EPA requires identification of asbestos by either sampling or assuming. Bulk samples must be analyzed at a minimum by polarized light microscopy (PLM). The PLM technique determines both the percent and type of asbestos in the bulk materials. Also, it is not legally possible to assume that a suspect material does not contain asbestos. A suspect material must be sampled and analyzed, or assumed to be asbestos. The ONLY exclusions from suspect materials are those given by EPA at 40 CFR 763.86 (b)(4): fiberglass, foam glass and non-reinforced rubber. EPA and OSHA regulations exclude glass, metal and wood. ASBESTOS HEALTH EFFECTS TODAY: Mesothelioma and asbestosis have both been on a sharp increase in the U.S. in the last several decades, with early mortality from mesothelioma at more than twice the rate of asbestosis. Both are expected to continue to increase into the foreseeable future. Estimates from federal agencies since 2004 tell us that at least 10,000 people per year die from asbestos diseases in the U.S. The World Health Organization estimates that at least 100,000 people die annually from asbestos related diseases. Data from Great Britain shows that mesothelioma is the leading occupational cause of death in that country, more common than death from automobile accidents. Health effects data such as this underscores and shows the importance of the asbestos regulations in the United States. Professional Inspections, Inc. has performed an asbestos inspection of the visible building materials at the commercial structure at the location described. The following lists the suspected asbestos containing building materials discovered during the inspection phase of the asbestos survey in regards to a full asbestos survey. Materials can be removed from the suspect ACM list with proper documentation proving the material(s) do not contain asbestos or proving the material(s) were manufactured and/or installed after 1980. Please review and approve, add to or subtract from the suspect ACM Homogenous Areas to finalize the list of suspect ACBM to be tested. SUSPECT ACM HOMOGENEOUS AREAS Area Material Description Amount Friable Type #of ACM Y/N SIT/M Samples Y/N/A Building Exterior Masonry block - 8x8x16 -2 varieties TBD N M 8 TBD Mortar-2 varieties TBD N M 8 TBD Grout-2 varieties TBD N M 6 TBD Masonry block -rounded corner TBD N M 3 TBD Mortar TBD N M 3 TBD Filler block-2 varieties TBD N M 6 TBD Mortar-2 varieties TBD N M 6 TBD Paint TBD Y S 3 TBD Roof Rolled roofing -2 varieties TBD N M 6 TBD Mastic TBD N M 6 TBD Felt paper TBD N M 3 TBD Built-Up Hot-Mop Roofing TBD N M 5 TBD Backer TBD N M 5 TBD Patches TBD N M 3 TBD Backer TBD N M 3 TBD Masonry cap TBD N M 3 TBD Mortar TBD N M 3 TBD HVAC duct sealant TBD N M 3 TBD Chimney block TBD N M 3 TBD Mortar TBD N M 3 TBD Interior-Store Insulated metal doors TBD N T Assumed Cooler door gaskets TBD N M 3 TBD Concrete floor TBD N M 5 TBD Vinyl Composition Tile- 12"x 12" TBD N M 5 TBD Mastic TBD N M 5 TBD Vinyl cove base TBD N M 3 TBD Mastic TBD N M 3 TBD Floor tile TBD N M 3 TBD Grout TBD N M 3 TBD Mortar TBD N M 3 TBD Sheetrock TBD N M 5 TBD Tape &texture TBD N S 5 TBD Wall panels TBD N M 3 TBD Mastic TBD N M 3 TBD Joints TBD N M 3 TBD Ceiling tile -24"x 48" TBD N M 3 TBD Mastic TBD N M 3 TBD HVAC duct liner TBD N M 3 TBD HVAC duct toe TBD Y M 3 TBD Insulated metal flue pipe TBD N M 3 TBD Lube Bay Concrete floor TBD N M 3 TBD Ceiling board TBD N M 3 TBD Mastic TBD N M 3 TBD Joints TBD N M 3 TBD Insulation backer TBD N M 3 TBD Sheetrock TBD N M 3 TBD Tape &texture TBD N S 3 TBD Overhead door sweeps TBD N M 3 TBD Electrical Electrical panel breaker block TBD N M 1 TBD Electrical wire wrap - 3 varieties TBD N M 12 TBD Electrical breakers TBD N M 3 TBD Electrical light fixtures TBD N M 3 TBD 199 Estimate for sampling and testing for full asbestos survey per Fee Schedule on Contract: $5,373.00 Notes: Destructive measures are not implemented during the inspection, therefore, samples will be taken of additional suspect ACBM encountered or discovered during sampling. Destructive measures are not implemented during the inspection, therefore, some suspect materials may be waived if determined not to be suspect during sampling. E.g., rubber materials are suspect ACM if it is reinforced. If a rubber material is determined not to be reinforced during sampling it will be waived and not tested, therefore reducing the estimated number of samples. Materials can be removed from the suspect ACM list with proper documentation proving the material were manufactured and/or installed after 1980. I I �JE IX\�. `.._' DATE: D$G.9ri ELD R A W I I `l `A' y�\Y {�/ I DRAWN ©v: RHLU41L CHECKED: SHEET NO. D E S C R I P T 1 O N REVISED. I 51TE PLAN AND NOTES 2 FOOTING AND FOUNDATION PLAN j 5 FLOOR PLAN 4 ELEVATIONS I I 5 ROOF FRAMING PLAN 6 5E6TION5 AND DETAILS INTERIOR ELEVATIONS MEGHANIGAL PLAN ji I EI ELEGTRIGAL PLAN PLAN ANALYSIS ' Based on 19g4 Edition of UBG --- I GRAVEL -- Job Address 322 AD015ON AVE W. Type of Construction V-N �i �z 1 FAI TWIN IQAH _ i D Number of Stories C>NF ; �\ FENCE 1 'j Wind Load NSA Snow Lood NSA Floor Area 1 Seismic Zone NSA Main Floor 2361 5.F Z• 1 Folmdotlon Beoring Pressure N/A Basement NONE i Q ti N i Occupancy ClosslFicotlon B Upper Floor NONE I Occupant Load 53 in Stare.3 in 5to d raae - } Total Allowable Floor Area 5 uare Automotic.Sprinkler Required (+(� 10' TALL CHAIN LINK FENCE 2 -r q - I Feet 8.000 S.F. Yes— No X 1 Basis for Increase NONE TAKEN Emergency light Required ± z rah ro 00 } I' Yes X No— {1 Electrical Plans Included Exit Signs Required it Yes— No X Yes X No— j ��p O O CAL 1 I I Comments or Assumptions INTERIOR REMODEL ONLY, NO CHANGE TO � BULK STORAGE ; AREA,OCCUPANCY,OR 51TE b DRAINAGE (2?�XITS REOUIRFD ; ® TANKS ASPHALT ❑ I1 GENERAL NOTES ) 0 i � I. MAKE NO CHANGE5 FROM THE CONTRACT DOCUMENTS WITHOUT I_ 20'-0"GATE GRAVEL FIRST RECEIVING WRITTEN PERMISSION FROM THE ARCHITECT. Gc� r WHERE DETAILED INFORMATION 15 LACKING,OR IF DISCREPANCIES fill — I INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING it SHOULD APPEAR WITHIN THE CONTRACT DOCUMENTS,R.EOUEST Y'ti'S WITH_ THAT PORTION OF THE WORK. I � ' GATE 2 D TO A 10— AND MATERIAL PERTINENT TO MATERIAL PARTS TO THEMAWFAG URE 5 SYSTEMS �1 "' 1 j �f - ! SPECIFIED SHALL BE FURNISHED AND INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND Q� " 0 Ul CONDITIONS AT THE S1TE BEFORE STARTING WORK,AND THE ASPHALT V ARGHITEGT SHALL BE NOTIFIED OF ANY DISCREPANCIES.u , I g I ) 4, ALL MATERIAL GALLED OUT I5 NEW UNLE55 OTHERWISE INDICATED "' 10-1 j L----- J , 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS O A• ^�• I, SPECIFICALLY SHOWN OTHERWISE. WHERE NO DETAIL 15 rq 1 .1 SHOWN,CONSTRUCTION SHALL BE AS SHOWN FOR OTHER, J J II I CANOPY 1 In ,.SIMILAR WORK. ! (tr [ n I ASPHALT r I 6, ALL CONSTRUCTION TO MEET OR EXCEED Ig94 U.B.G. I I CONCRETE 1 I y I z i I 4 i Q � CANOPY 1 I ADDISON WEST o 0 0 j Fp.ge ding Plans 7 RESTAURANT I = GONG I I 1 IEWED 1 W I ASPHALT formance With O L-----� 1 euuaingCude 00 a on:v;5rn 1�'�'' WRITTEN DIMENSIONS .» _..,_..._._. _. .... _�. SCALER E EDNCENSER FIRE HYDRANT - — - -. - -. __ _.___._. ._. _. � HAVE- c100'(TOTAL DIST.TO BLDG _ oilVERIFY OIMENSIONS AND J � rr ne11-1-�---'- yNOTIFY HIS OFFICE OF Cftic'�ICT--1 NY v -nNs --- I THESE ORA, ARE THE PROPERTY 1 ARCHITECT ANU N.. NOT HE REPRODU CEO 1 ADDISON AVENUE UIEST EC 5 FIRE HYDRANT I -- CI {�/� �I� I t �I FLAN DEC t t VeD I j SCALE: 1" = 20--0" DULDINOOEPiLLS . f. 'j ST.)SKPRC]J\UN-1:11L\PWG\UU--SIif: 'P 7-95 i NOTE: -- - - THESE DRAWINGS PREPARED AS A PARTIAL ARGHITEGTURAL SERVICE. ALL FINISHES, - ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXI5TING STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY I �� €< 0 OF THE OWNER AND/OR CONTRACTOR. 1 li -77 DATE: DRAWN BY. CHECKED: "'^ REVISED. { i GAS METER POWER BOX c- BLOCK UP-THIS WINDOW yJ a ! '\bl� a OFFICE u- rT1 'I Cn a MEGN. O Ii M QO P4 !; EXI5TIN5 WALL d DOOR TO 1 I REMAIN = l I CLOSET !y zIrFIRE EXT. - ` EMERGENCY LIGHT ✓^ i I 8-O' VERIFY CONCRETE TO V/ !' w 1 d A.D.A. STANDARDS u = I AT EACH DOOR GO pJ i p 1 ' REMOVE EXISTING RE5TROOM5 8 OFFICE. U = INSTALL NEW ACCESSIBLE FIXTURES z p ' I AND GRAB BARS AS INDICATED: u 2 INSTALL NEW 3'-O X 6'-b" DOOR. \ rTl Y ` wi 4 Q 1 / p Z EMERGENCY.LIGHT EXIT SIGN z I I ( 10-4 Lu z STORELu a p ` 1I ' S#ABC, FIRE EXTINGUISHER �r 1 _ _ o 0 SIGN EXIT BLOGK UP THIS O.H.'DOOR U m NEW GLASS ® FRONT ENTRANCE 7 Z lo VERIFY CONCRETE TO 0 :A.D.A-'STANDARDS �` /•� WRITTEN DIMENSIONS AT'EAGH DOOR \,//^j/''PE OF �I ofR< SCALED DIMENSIONS. HAVE PRECEDENCE ER �J�`/Vl �/ W (y VERIFY DIMENSIONS AND EXISTING MASONRY THIS CONTRACT INCLUDES: NOTIFY THIS OFFICE OF V ANY VARIATIONS i V BLOCK WALL SAW (2) EMERGENGY LIGHTS GUT OPENING THE PROPERTY DF.THE � - (2)EXIT LIGHTS THESE DRAWINGS ARE W ARCHITECT AND MAY ' 8" X 4" X th"Sl"EEL I (2) FIRE EXTINGUISHERS NOT BE REPRODUCED ANGLE W/2"5-EEL FLOOR PLAN (2) EXIT DOORS �- BOLT d Ib"O.G. 844a (U ACCESSIBLE REST ROOM SCALE ' - I-O FLOOR PLAN b" X!'z" STEEL PLATE (U ENLARGED OPENING'(21'-5"x8'-O") WELDED TO AN6LE5 (2) INFILL OPENINGS(SEE PLAN) ON ALL THREE SIDES i GONT.WELD EA.SIDE DETAIL ® JAMB d HEAD F / SCALE IV2" = 1'-0" F /y C \SDSKPROJ\UN-❑1L\DWG\FL-PLAN 12-7-91 913 01 on ES'` NOTE THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, JOB IVo. ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING lUlp, STRUCTURES,SITE GRADING AND GRADE ELEYATION5 TO BE THE RESPONSIBILITY 5 EET ' OF THE OWNER AND/OR CONTRACTOR. H Permit Type: Commercial b City of Twin Falls Permit Date: 10/30/2009 Building Permit Permit No.:902780 Address: 322 ADDISON AVE W Project Type: Remodel Zoning: Construction Type: V-B Occupancy: DWELLINGS Occupancy Class: Legal Description: Intended Use: reroof over 1 layer Owner Name: SINCLAIR&CO Contractor: QUALITY ROOFERS 121 2ND AV E 409 LOCUST ST S TWIN FALLS ID 83301 TWIN FALLS ID 83301 Phone: Phone: (208)733-8302 Contractor License/Registration# RCE-498 Building Valuation: #of Floors: #of Units: ! Occupancy Type Construction Type Sq.Ft.Qty City Rate City Value County Rate County Value DWELLINGS V NON-RATED 1 67-771 3825.00 58.55 Totals 3825.00 Building Permit Fees: Fee Date Description Fee Type Qty/Hrs City Amount 11 County Amountil n50, 10/30/2009 PERMIT FEE Building 50.00 Total Fees 50.00 Less:Collections to Date 50.00 Net Amount Due This permit is being issued subject to the following Special Provisions and Deferrals: *****NONE***** Si nature s l Date: 9 �� � t tiCho 1 ON 4 • gk 1 �• i.{r.� ��,► h � � � U`fit �, ���1 •• o� •i a 43 c c, +. City of Twin Falls Building Permit Permit Type: Commercial Permit #: 9500721 Permit Date: 12/12/95 Address : 322 ADDISON AV W Project Type: REMODEL Construction Type: V-N Occupancy: STORES Zoning: C2 ------------------------------------------------------------------------------------------------ Intended Use: INTERIOR REMODEL ------------------------------------------------------------------------------------------------ Owner Name: UNITED OIL Contractor: DARREN HALL CONSTRUCTION 322 ADDISON AVE W 3239-B E 4000 N TWIN FALLS ID 83301 TWIN FALLS ID 83301 Phone: ( ) - Phone: (208) 734-0791 ------------------------------------------------------------------------------------------------ Building Valuation: # of Floors: # of Units: Square Occupancy Type Construction Type Footage Base Rate Total Value ------------------------------ ------------------------------ --------- --------- ------------ STORES 30.72 30000.00 --------- ------------ Totals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30000.00 ------------------------------------------------------------------------------------------------ Building Permit Fees: Date Description Type Hours Amount -------- ------------------------------ -------- --------- ------------ 12/11/95 PERMIT FEE Building 284.49 12/11/95 PLAN REVIEW FEE Building 184.92 ------------ Total Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 469.41 Less: Collections to Date. . . . . . . . . . . . . . . . . . . . . . . . 469.41 ------------ Net Amount Due ------------------------------------------------------------------------------------------------ This permit is being issued subject to the following Special Provisions and Deferrals: * * * N 0 N E * * * ------------------------------------------------------------------------------------------------ Is is understood by the undersigned that this permit is issued subject to all applicable Twin Falls City Codes and Ordinances. It is hereby that the worts called for herein shall be done in compliance with the same. This permit is not transferable and will become null and void if words is not commenced within 180 days or is abandoned mue...mm.�....,Q.6Fnp. fad a 1:dd--of_180 days. Date: Signature: 0 �- ., ,�,_ City of .Twin Falls Building Permit Application ` permit Type: Commercial permit 0: 9;500721 Application Date:. 12/11/95 Time: 10:36:19 iSTORES - , Project Type: REM REMODEL . Address 322 ADDISON AV W - ----------e n/a------------ ---------------------------------..----------------------------- Legal 1 ' Intended Use: INTERIOR REMODEL I --------------------------------------- Owner Name: UNITED OIL Contractor: DARREN BALL CONSTRUCTION 322 ADDISON AVE W 3239-D E 4000 W TWIN FALLS ,ID 83301 TWIN FALLS ID 88301 Phone-. . ( ) - phone: (208) 734-0791 _-------- . ---------------- - ----------------- -------------------------- --•---------- Flans Submitted: Site Flan : Yes Hoof Structure : Yes - --- Foundation : Yes Floor Structure: Yes Typical Construction: Yes Specifications a Yes Floor plan : Yes Plan Analysis, : Yes P ---- ---------------------------- ------ --- --------- ---------------------------- Build 7g Valuation: # of Floors: # of Units: Square Occupancy Type Construction Type ,Footage Ease Rate Total Value j ------------------------------ ------------------------------ --------- 4STORES - 30.72 30000.00 - --------- --- ------- Totalsaa- a roar... . :tri g:. .rrraarra:...area. pa add rraaaaa 30000°00 j Building Permit Fees: Mate Description Type Hours Amount ' I --------- -------------------------- - ----- --------- ------------ ' 12/11/95 PERMIT FEE Building 284.49 � 12/11/95 PLAN REVIEW FEE Building 184.92 � i ------------ Total Feesa•raaaar.aaa...au.na. auaaaaaar.araaaaaaa 469.41 Less: Collections to Date.rr...rr"ra..rrr. arrrrrr. 469„41 ------ Net Amount Due ---- --- --------- - ------ --------------r---- -----------------_-------------------------- rThe owner for applicant in the case of new construction) hereby applies for temporary water , service as a condition of this permit and understands that any city water services provided will be under temporary agreement for a period not to exceed six (6) months unless extended or regular water service approved by the Building Inspection Department. OWNER: DATE: APPLICANT: DATE:-P-- 11-79-� ,. i h 2aa ,C,L COMPLIANCE CERTIFICAON The undersigned installer hereby certifies that the sign (s) covered by Building Permit # Y-a38 were installed in accordance with the approved plans and provisions applicable to this project nd Building Permit. Installer. AJ Date:- , ate: ,Awl y Sign Co/pany Representative: Please return this form within 5 working days of completion to the City of Twin Falls Building Department, 345 2nd Ave. E. to W W t=- ® c o =) z us � zLU Em .d z � Qj LO cam o H � QLUw -0 ct30 y � 3u° cv " _ o_, u Z Lij O C "' N Zt-- w0 c m Woo a = � Q • r Qj,t o 4 t � ,}�1?�oSY �g•af1g 9�tJ7a . ship NA ,L A/ t + ti s�y L s �. �• J n i + �. of P a fir; �ia,, _�..!, :r ;a ♦ ' ('tntp.�� " ,k 7'9,.a a"�g�i''t 3� �; �" ,.> ,,f 't•r -.w+�i� .f ji�Y '. � `�i .��"aa»:.'.:✓. .af :�_ ,•,�,, ,y�,.+y��a� "�',� ,.. ,,,' ` � ' ,_�„_�..�;.�� '�� >W:'t'• ° . i� .x 03 City of Twin Falls Building Permit Permit Type: Commercial Permit #: 9400338 Permit Date: 07/25/94 Address 322 ADDISON AV W Project Type: SIGN Construction Type: SIGN Occupancy: SIGN Zoning: Cl ------------------------------------------------------------------------------------------------ Intended Use: D/F SIGN & READER BOARD ------------------------------------------------------------------------------------------------ Owner Name: UNITED OIL Contractor: LYTLE SIGNS 322 ADDISON AVE W P.O. BOX 332 TWIN FALLS ID 83301 TWIN FALLS ID 83301 Phone: ( ) - Phone: (208) 733-1739 ------------------------------------------------------------------------------------------------ Building Valuation: # of Floors: # of Units: Square Occupancy Type Construction Type Footage Base Rate Total Value ------------------------------ ------------------------------ --------- --------- ------------ SIGN SIGN 4000.00 --------- ------------ Totals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000.00 i ------------------------------------------------------------------------------------------------ Building Permit Fees: Date Description Type Hours Amount -------- ------------------------------ -------- --------- ------------ 07/15/94 PERMIT FEE Building 45.00 ------------ Total Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.00 Less: Collections to Date. . . . . . . . . . . . . . . . . . . . . . . . ------------ Net Amount Due 45.00 ------------------------------------------------------------------------------------------------ This permit is being issued subject to the following Special Provisions and Deferrals: * * * N O N E * * * ------------------------------------------------------------------------------------------------ Is is understood by the undersigned that this permit is issued subject to all applicable Twin Falls City Codes and Ordinances. It is hereby that the work called for herein shall be done in compliance with the same. This permit is not transferable and will become null and void if work is not commenced within 180 days or is abandoned for a period o 180 days. Signature: Date: INSPECTION HISTORYAm DATE ITEM NOTATIONS Setbacks Footing Foundation Plumbing Electrical Natural Gas Mechanical Fireplace I Framing i Drywall FINAL INSPECTION Plumbing Electrical I Natural Gas Sprinkler System I Final i Occupancy Approval u aATE. --�- 4 CRY OFVI11M1 FALLS 'i BUILGIN© DEP4RTMEW APPLICANT. ADDRESS; PERPAt ADDRESS: � � ���' � ' ' L FEES. BUILT INC PERM M FEE r. PLAN-REVIEW.FEE INVESTIGATION FEE . . 'F 'SUB-TOTAL LESS;;FEE DEPOSIT a ... off; Sus-TOTAL. OTHER FEES TOTAL DUE DATE OF ISSUANCE:-SY: " r r' ;r t . �1 t h • • 1 WrY OF TV WFAUt. But ERMI7 ,fir sesS.: ' F �. i ' + W FE ;Rl POSIT1 � ��T' 4 • J - y:ly. I I I I i City of Twin Falls Building Permit Application Permit Type: Commercial Permit #: 9400338 Application Date: 87/15/94 Time: 15:17:03 SIGN - SIGN Project Type: SIGN SIGN { ;Addrees : 322 ADDISON AV W .------------------------------------------------------------------- --------- -Y— .— .-- Legal Description: UNKNOWN ---- ----------------------------------------------------------.--------- ------------------ Intended Use: D/F SIGN 8 READER BOARD r ------------------------------------------------------------------------------------------------ Owner Name: UNITED OIL Contractor: LYTLE SIGNS 322 ADDISON AVE W P.O. BOX 332 ! TWIN FALLS ID 83301 TWIN FALLS ID 83301 Phone: t ) - phone: (208)-733_ ------------- 1733 ----- ------------ ----------------------------------------------------- Mans Submitted: Site Flan : Yes 'Roof.St•ructu•re : Yes Foundation : Yes Floor Structure: Yes Typical. Construction: Yes Specifications : Yes Floor plan : Yes Flan Analysis : N/A ------------------------- ------------------------------------------------------------------ � Building Valuation: # of Floors: # of Un.itse Square Occupancy Type Construction Type Footage Lase Rate Total Value - -- ------------------ ----------- ------- -------- --------- --------- ------------ f.SIl3M --- SIGN --- --- -----4000.00------ i Totals.... ....... ....... ..... ......................... -s a s a' — -- 400 0.00 j ` ----------------------------- -------, -- ..,a.--------------- ---------------- I i. B.uilding Permit Fees: Date Description „ Type Hours Amount -------- —---— --------- -----------— -------- -----' --- ----- ----— SM 5/94 PERMIT FEE Building 45.00 --------- Tota l Fees s s s.....s.s s...........a..s..O. ........ 45.00 Less: Collections to Date......... ...... ......... r ------ ----- -Net- AmountDue------------------------------------------ ----------------------- ' The owner-(or applicant in the case of new construction) hereby applies for temporary water service as a condition of this permit and understands that any city water services provided , will be under temporary agreement for a ,period not to exceed six (6) months unless extended ; or regular water service approved by the Building Inspection Department. OWNER: ,� DATE: APPLICANT: . DATE: 9- ,%, I i i � ' CITY OF TWIN FALL, FIRE DEF'ARTMENT IN%PECTION I'll IVI%ION IT N 'R T O TH U D % N TH I E I I %UED %UB EC ALL APPLICABLE TWIN FALL% CITY CODE% AND ORD NANCl EK% 'IT Ts, Elwmy AGREED THAT THE WORK CALLED FOR HEREIN BE Du 6 NE I COM C WIT TH % M T R I T T N ERA E L BE LL ()ND I W O N R T i % OR ABA DON D O i8O DAY%. ALL C8DE REQUIREMENT MADE B TH s � MU TflRN AND ARE.. SUBJECT RVQFF C IEW AND APPE(..jL%. ' U1: % R R QUE% % R GAR IN THE I %P C ION PROCE %/ R VIEW AND APP�AL% �HOULD BE ADDRE%%ED TO CITY (.3-ARY YOUNG AT '733-O .M0 EXT . 273 OR CITY MANAGER TOM COQRTNEY AT 733-0860 [XT. 272. � - ' / | �| -- ...........................--....................................-............................................... ................................ .............................. .......................................... .......................................... .................................... .... BUILDING PERMIT Permit D 2/22./88 Permif Number 3567 P�opGrty Addre�ps 322 SIT GN Addition Owner UNITED OIL 322 ADDISON AVENUE WE%T 733-7033 Con�r�ctor LYTLE %IGN� , IN� . i925 KIMBERLY �8AD 733-1.739 Work Description 6 X 8 SIGN Ccnstruction Type Occupancy Group s \ on � %t8ries Parking %p@ces Req,uired Map Lo catian � Totai .................... -~------ Permit Fee � Other Fee � �IGN 7.3O Totai Fee � 7.30 Jig�atUre Of Appi �c��t �� ..........................� ..................................................................................... Assigned Inspector %IGN - RC INSPECTION) HISTOR-- DATE ITEM NOTATIONS SET BACKS I CURB GUTTER 8 SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. i DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: ,I l+� 9 1. T UI ININ I ALLJ-JW1JU L-ow I.-am 1-UR: ' . • . • • • •1. :' ~• • . �; h. BUXLDING .� MOBILE IIOME.' SEWER FI WATER SXGN bAIVERA`. ;' O-m 'utE United Oil CONTRACTOR t :- NAME � •• .. DRESS 3.22 Addison Ave. W. ADDRESS p.�. Box 332 1925 Ka r b- 1 ?d1/ Roac IONS NO, 733-7033 PnONE No. 733'1739 KPE OCCUPANCY (Use of Building) Convenience Store and Gas Station -'GAL DESCRIPTION OF PROPERTY AND STREET. ADDRESS 322 Addison Ave IiV Remove 7' X 7' Philli s sign and install &'•,X 8' Sinclair Si n FEE• -- $7,30 , 3T. VALUE $ Sq. Ft. Main end Btxsement . Sq. Ft. Garage - ?PLICATION RECEIVED ICY DATE ' / • ?PLICA'TION SUBMITTED By ~� . . _{S•ignatu IECK THOSE ITEMS SUBMITTED: PLO PLAN CALCULATIONS FLOOR PLA I )UNDATxpN PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS :ems to Check; Ile _ Dept• Remarks or Actions Date _O Zoning Code Compla.ance a) Proper Zone' �� C b) Special Use or Variance c) Set Backs/Lot Size lee S d)^ Set Backs - Itwy. Dist. r� L Screening O f) Off Street Parking g) Flood Lighti„g l�) Signing i). Landscap p-y 7.) Other- Structural Ai,alysis Availability 0 ' WaL•er/Sewer lZ(ie FOOD L Septic Tanks/well - Illtli. Dept E � ra' .'Sewer ,assessments 03 s� O Approve Curb - Sidewalk H °� Ga _Approve Driveway Approacf� � • • , ltwY, Dist. Approacll Permit' w Drainage/Irrigationi _ u Flood zone Issue Address Uniform Fare Code n4 Uniform Building Code `��-,�,�, ,a, �• "� � � " _.� r�<--��, �°'.� ESs NUMBER .-PRICE OK'd BY NUMBER PRI :E OK'd ildin Permit 3`�(® � 0 Driveway wer Water ` her-�_ [(It-her' '. 4 ,1 I i i • 4 i v� ice► f i i 1 , l.A�� va Qs�r • I CITY OF TWIN FALL% FIRE BEPARTMENT INSPECTION DIVISION IT I% UNDER%TOOD BY ALL THE UNDER%IGNED THAT THI% PERMIT I% I%%UED %UBJECT TO ALL APPLICABLE TWIN FALLI CITY CODE,;' AND ORDINANCE% IT I% EBY AG EED T A THE WORK CALLED R ERE NSHAL.L. IA* E OM CE WIT THE % M T I% R I T N RA E AND ��L[ BF��ME NULL AND VOID IF W0RK I% NOT %TARTED WITHIN i80 DAYS �� 1% AB�NDONED FOR i8O DAY%. ALL C8DE REQUIREMENT% MADE BY THI% � OF ICE MU%T BE IN WRITING AND ARE %UB ECT TO REVIEW AND APPEALS ., � IN UIRE% OR REQUE%T% REGARDIN THE INJPECTION PROCE%%' REVIEW AND � APPEAL% %HOULD BE ADDRE%%ED TO CITY ENGINEER GARY YOONG AT 733-086O � EXT . 273 OR CITY MANAGER TOM COURTNEY AT 733-086O EXT. 272. � � | � � � � / � � � PERMIT LIMITED TU R�LOCATION OF EA%T WA%H BAY OVERHEAD D8OR TO THE NORTH WALL OF THE WE%T BAY. | | / | | L................................................................... ...........-....---................-... ..........................-..................................-..........................-................................................-------............ --' | � BUILDING PERMIT Permit Dafe � 9/06/89 Perm � t Number � 3842 � � � � | Property Address 322 ADDI%DN AVENUE WE%T / COMMERCIAL Addition Owner UNITED 8IL OF IDAHO 322 ADDI%QN AVENUE WE%T 733-7033 Contractor DARREN HALL CON%TRUCTION i28 CA%WELL AVENUE WE%T 734-079i WOrk Description REMOVAL OF CINDERBLOCK WALL IN ORDER T0 MA KE OPENING Construc cupancy Group v ) sion � Zone : C-2 %turies arking �paces Re�uired � Map Location � Garage BVD Code Va [uation � Totai ii0^50 7i .83 nature of Appiicant ............................... -----_�-------------------- Ass } 9ned Inspector � INSPECTION HISTORY la DATE ITEM NOTATIONS I SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. i i DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: rP194 o ODOR To 7,W t /voR All MY Y OF TWIN FALLS APPLICAI-ION FORM FOR. BUILDING El MOBILE HOME a SEWER Il WATER E-1 SIGN EI DRIVEWAY OTHER OWNER CONTRAC__/ TO ,�/ NAME �L �- ` -,��� ADDRESS ADDRESS .- PHONE NO. 7�3��_ PHONE NO. TYPE OCCUPANCY (Use of Building) C / �j,�j�j<z - �r ����� W/��1,�-���� `• LEGAL DESCRIPTIO T'ROPERTY AND STREET ADDRESSor EST. VAL $ Sq. Ft. Main 2nd Basement S Ft. Garage No. Floors APPLICATIO DATE (� APPLICATION SUBMITT U BY r'^ ji'a i u'r.r. CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS Items to Check: i�ej.j Dept. Remarks or Actions Date OK'd B 1. Zoning Code Compliance a) Proper Zone b) Special Use or Variance c) Set Backs/Lot Size d) Set Backs - Hwy. Dist. > N11,H d) Screening 0 0 f) Off Street Parkin 0 N g) Flood Lighting ��e0yel�e;;'/1 yt fir-' h) Signing i) Landscaping •) Other 2. Structural Analysis 3. Availability of Water/Sewer 0 JIB V 4 t � FOOD 4. Septic Tanks/Wel.l - H1th. Dept. H J��r� W�W 5. IWA Required -- --- - a _.._ 0 Pt 14 v'_-.-la - A� C) z °a 6. Sewer Assessments H a w 7. Ap rove Curb - Sidewalk _ ❑ g, Approve Driveway Approach w E'g, Hwy. Dist. Approach Permit H O 0 U .0. Drainage/Irrigation .1. Flood Zone .2. Issue Address -3. Uniform Fire Code a H $,. Uniform Buildin Code ES: PRICEOK'd BY n-Refundable posit Fee Water ilelil'1 ror111.it: $f�p�_ Q.93 1 a„no nnA of T,ar FA ' =001, j i ® � K& ii ... ............. — -� o4jr1u1 AV-T0 �c,cE C. G�Rr2r� A-;SO,®.� Soy � L-t4 i ter\ ..�,•-e��� � _ ' ,. _ �f . M. � ,E UNIVERS11VALVE CO 478 SCHILLER STREIVIZA.BETH, NEW JERSEY Q7206{2Q).351-0606 PF numbet r ,. f,t" n�7. 4_ 'tyeL �•�i.�'�+ - rn.� '' , p .ak-; .."r tY'i'^4�'Id�. By ' .'t�l a4' a=.• ?! 77 t.AJeS'i �� ,� a .,.�, +.�-.�-�•�•�. —_f .. 'r"'' v a S� 't " t r r4�` 9? L f� °��j.� Y•—'i--"•t`. �.�.:..�.. ....: { —� Z„ d "+r:: t rr4r< P" s r%'• A ..;5 vt x f t s3'`i'd a if !�'rS41 ;+ i yT rat { .•. �.wwww .1'• f IT-. r• - :.. - .�.. •- _ . 1. p � `�, r� •T�. t,.... y �!• E G 'lt. ( ! � I� ~�' �.• f'_1 I` � y � � .i3 �i' .MJ¢gq `tw.. .:.......d.—.•......-:....{Y. .q:,..,. 'v.„..„fl....:... w.... 6 .. { i3 f6 i"d `•: ;� 7ii'• �b j3 f_ { rt ` !j fT' t ` ( ''F < ..;� -. T 4 � p 1 }i Z ':•'.d e•�sl � � T 4 S.'��.y f,,: }},� sir ��� ' •+� \ "„"�..�.....'. '. '....1.�� �C p� y: ..1_.—. •^ Yt"� t ','t:, I ' �� 1 At ki.t r t` t.. fV j.. i'�r� ' ��+}•,-- 1�._ _j((,,, _ t r' to ful, �r , t •• ��...+„.-.� „„....�.......r. .�...._..� ...,. 7�-... 7 :"t� } � 'use 71 i t ty M tis l Tf 6 1 rtyi•'t .:j � `�.T ( t.»..�.-�.t..�...�., t � -R.� '� } q�+i Y +'The original js CITY OF IN E LKS PIKE DEPARTMENT INS&TION DID'IS1013 IT IS TNDELSTOOD BY ALL THE I:DERSIGHED THAT THIS P2111,1IT is ISSUED SUBJECrf TO ALL APPLIU L,E T14IN FALLS CITY CODES AND 01RDINANCEv IT IS HE �Y ?AGREED ` .T THE WORK CALLED FOR EP�'IN SHALL EE D ��E E IN CORPLIA13CE WI`'-5 THE SAi1IE. THIS PEPdIIT IS NOT 11T1,A11SPERABLE A24D WILL DECOME, NULL 1144T3 VOID IF 13ORK IS NOT STARTED TlI T IN 180 LAYn OLD IS 2ABA 3DOI'bED FOR 180 LAYS. ALL CODE REXQUILZEMENTC INIADE BY THIS OFFICE MUST BE IN V1R1TI � D ARE SUBJECT.? TO REVIE11 Al,,D APPS7A S. It4O��IRES OR REQUESTS �«.Ed�1'RDIING THE IMSPECTION PP.00ES S REVI.ETl A11D� APPEALS SHOULD-BE ADDRESSED TO -CITY Y Em.I.NEER r. 's' iaoufn AT 733-0850 EXT. 273 OLD CITY RM�AGER TOM COuRT11EY AT 733-0860 EXT. 272. BUILD ING PEI.',.M.IT Pemt a.t Da I-_e: 7/03/85 Permit 17m.iera 1931 Property Address 322 RD ISON AVE TIEST C 1ti'ItIERCIPL Addition Contractor L�'�IL J SIGNS, INC. 1925 Kit'�EERLY RD 733-1739 0 Construct.ion Tyg� 2-H! Occupancy Group: E Divi81on. 3 one: C-1 Stories.- 1 Parking Spaces Required.- Map Locationa C CANOPY 3200 DNID Code: 16 CN vai uation e 176,10 Tot all 1200 � .. Parmit Fees 128.50 Plan Check Poe: 83 .53 Total Pc� o 212.03 Signature of I=°Lpplicant ilssigned Inspector . CARP E.��, INSPECTION HISTORY DATE ITEM NOTATICIM rf SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF 0L.11,1, 2-LLS FIRE DEPARTHEITT INS& 1.° IS UNDERSTOOD BY ALL THE UNDERSIGNED dl°IIAT THIS PERMIT IS ISSUED SUBJECT TO 152,L APPLICABLE TiVIN FALLS CITY CODES AUD ORDINANCES IT IS HERE°73Y AGREED THAT THE WORK CALLED FOR HEREIN SMALL DE D&TE IN COT 2LIANCE 11ITH TIRE SAI.1E. T IE PERMIT IS NOT RMISFERABLE AND WILL BECOME HULL AND VOID IF WORZK IS NOT STARTED WI`I II °I 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIRE14EIlTS MmE BY THIS OFFICE KUST DE IN III Ill- AT-14D &-RE SUBJECT TO REVIEW 1D APP aAL4�. IhQUI ES OR REQUESTS REGAI'(DING TI1E INSPECTION PRCCESSt REVIEW AND 1 � E'a S vDi�LT3 DE ADD ,ESSED TD CITY ET IkTEER GARY YOUNG 13,.E 733- 08(50 EXT. 273 OR CITY 11ADTAGER TOM COURTESEY AT 733 0860 EXT. 272. ---------------------------------------------------------------------------------- BUILDING PETR'11T Permix. Date® 7/03/85 Permit Number-. 1981 Property ddreSS 322 ADDISON AVE WEST (:CM14ERCIAL - Addition 01a r UPITED OIL 322 ADDISCN EVE �`3 EST Coutractor LIFPLE SIG11PS6, INC. 1 2 5 K11,0BRLY RD 73 3-1739 90 Work Description SdRE CE STATION CANOPY Cop.structjorrj Tye: H Occupancy Group: D zone: C-1 SCories-o 1 Parking Spaces Required: Map C Total ?! Permit .fee® Plan Check Fee: Q 53 . 0tal Fee9 2.12.0 3 S_Jgnatur4�� of Applicant As,Si a��au� Ins ��;�`o� : vY RL INSPECTION HISTORY A j DATE ITEM NOTATI SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: �i • CITY WWIN FALLS APPLICATIOd FO FOR: AR BUILDING MOBILE HOME SEWER WATER SIGN [:] DRIVEWAY OTHER CONTRACTOR NAME, NAME Line S Inc. ADDRESS �� Z � rJ�c� r 1 Y� ADDRESS_1925 Kimbe tq Rd. PU Box 332 PHONE NO. PHONE NO. 733-1739 TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS 3 J EST. VALUE $ Sq. Ft. Main 2nd Basement Sq. Ft_ Garage No. Floors APPLICATION RECEIVED BY DATE APPLICATION SUBMITTED BY � �� {�� ,: (N i gna ture) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN t"ram/ SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS �'✓� �t✓ Items to Check: Red. De t. Remarks or Actions Date OK'd B 1. Zoning Code Compliance a) Proper Zone 1 U' b) S ecial Use or Variance ,ay c) Set Backs/Lot Size U � n w U d) Set Backs - Hwy. Dist. d) Screening o 04 14— f) Off Street Parkin O � d` N ., g) Flood Ligj tinq 140 y h) Signing i) Landsca i_ _q ) Other 2. Structural Analysis c'k 4 ��if° all 7 e� - 3. Availability of Water/Sewer '"� 1 ' k OOD 4. Septic Tanks/We.11 - Hlth. Dept. _ H 5. Sewer Assessments ' z Q 6. Approve Curb - Sidewalk F-, a w ' 7. Approve Driveway Approach 8. 1IH. Dist. Ap r oath Permit W H o I S. Drainage/Irrigation >+ U 1 � } 10. Flood Zone 11. Issue Address 12. Uniform Fire Code V' H 13. Uniform Building Code FEES: NUMBER PRICE OK'd BY NUMBER PRICE OK'd BY / "7 BuildingPermit / � Driveway Sewer Water Other �_ NAETICAA L EON PORTLAND • TUKWILA • BOISE • SPOKANE (503)227-0691 (206)251-6100 (208)343-6468 (509)535-0326 MEDFORD • EUGENE • BILLINGS (503)779-7271 (503)485-1876 (406)245-2210 _ P o ,y ca .. Where The Future Begins. CITY OF. 7' FALLS TIRE DElARTNEIN IN CTION DIVIS1011 IT IS UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS issauEn SUBJECT TO ALL APPLICA23LE 'I11IN FALLS CITY CODES A1D C+RDINIUICES IT IS HERDBY AGREED THAT THE THORK CALLED FOR HEREIN HALL R,E L°abI7E IN COMPLIANCE WITH THE SAHIE. THIS PERMIT IS 140T TRkUiS?EPJ%E.LE AND PULL SI C0112' NULL AND VOID IF T-,,IO K IS V= SgAPTED WITHIN 180 DINYS CI', IS ABIU00NED FOR 180 DAYS. ML CODE REQUIREMENTS f,4ADE BY THIS OFFICE, IaLTSx ICE IN WRITING AND ARE SUBJECT TO REVIEV M-7D ?APPEALS. II�7r IRES O REQUESTS REGARDING THS' INSPECTION PROCESS RE�'IEt� Al APPEALS Sk�C9T3T�D BE ADDRESSED TO CITY T��GIT'1E ARY �'otT�!G ri'I' 733^D �6p7 EXT. 213 OR CITY Y'�M.TAGER TON C®U `�HZY AT 7 WHO a F��C's 27 2. -----+°*®....---...—-m....,...,...-- ------------.s...-- _--- a..-..s—._._r,...—— --W.._.—a,.. --------- --.....— BUILDING PERHIT Permit Late: 3/13/65 Permit- Number.- 1688 Property Address 322 ADDISOW RVE W SIG11 Addition Owner UNITED OIL 32*21 NDDISON AVE 7,! Coal;ractor LYTLE SIGNS IS�217 1'4.1-IEERLY 7:?.D 733-1-139 90 Work Description VETI 93 SQ_ FT SIGN Con:3t uG lion ypea Occupancy Group: DxvisionwC 2 Zone: Stories: Parking Spaces Required: Map Location: C Total Permit Fec t I: 12.31) Total Fee; 12.30 Signature o2 A;JplicEnt Avsigned Inspector :: D013 SCO'£T l . INSPECTION HISTORY DATE ITEM NOTATIONS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. aa DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF ` 1,411 LLS :FIRE DEPARTMENT INSE-OKION DIVISION IT IS UNDERSTOOD pDE6rtTLOD BY 6LL �Pl U A.1D Rr33 td8 D TRAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICADTLE TII FALLS CITY CO-MR AND ORDITTA110ES, IT IS HERE Y AGREED MIA THE. 1',TORK CALLED FOR HEIRE, I1,N SMALL B.7 DOWN IN C�LPLIAN TuyITH THE SAM TIJI PER1.'II`� IS NOT TRWNS 'ED.ABLE 121D WILL EC(?NE HULL AND VOID . ILA T.,-JORa IS NOT STI ZTED T-N1°-THIN 180 DAYS OP IS ABAT DONED FOR 180 DAYS. ALL CODE REQUIREMENTS �"++��DE BY THIS OFFICE KUST BE III ex�5�iI'.�ING AND ARE SUBJECT s" 0 REVIEW AND APPEALS. INQUIRES OR REQUESTS REGARDIbIG THE INSPECTION PROCESS REVIET°T A1',TD APPEAOLS SHOULD BTU ADDRESSED TO CITY Ex_-INEER CARY " OUk Xe 733-0 860 `a"Z . 273 O CITE' ��N.A. ,,-!AG R TOM CCUN ri"NE ' AT 733-08GO PE'K . 272. BUILD11,107, PERNIT Permit Date: 3/13/85 Permit Number: 1688 i I SIGN Addition Mae-r UNITED OIL 322 ADDISUN €-WE TAT Contractor L17TLE SIGNS 19.245 k TdT1,113ERLY RD 733-1739 90 storiesa Parking Spaces Required-. Map Location: C Total Permit Fee Other Fee: 12.30 Total Fee: 12 .30 Signature of Applicant INSPECTION H 15 Y'ORY DATE ITEM NOTATIONS SET BACKS BUSIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CHY16 TWIN FALLS APPLICATIOd F M FOR: BUILDING MOBILE HOME SEWER WATER ® SIGN Q DRIVEWAY OTHER..; CONTRACTOR NAME /J//W_r �< / NAME Ly e S.ignz., Ina, E ADDRESS 3. Z'Z (A) L / ADDRESS` 1925 Kimbvtty Rd. , PO Box 332 PHONE NO. PHONE NO. 733-1739 TYPE OCCUPANCY (Use of Building) LEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS EST. VALUE $ Sq. Ft. Main 2nd Basement Sq. Ft. Garage No. Floors APPLICATION RECEIVED BY DATE i ' APPLICATION SUBMITTED BY P (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTURAL PLAN OTHERS Items to Check: Re '. Dept. Remarks or Actions Date OK'd B 1. Zoning Code Compliance a) Proper Zone b) Special Use or Variance . c) Set Backs/Lot Size ( d C w d d) Set Backs -_Hwy. Dist. � • d) Screening o H a f) Off Street Parking z g) Flood Lighting W.-Signing G i) Landsca in .-- Other 2. Structural Analysis y 3. Availability of Water/Sewer +' FOOD H 4. Septic Tanks/Well - Hlth. Dept. w 5. Sewer Assessments w z 6. Approve Curb - Sidewalk a rwW� 7. Approve Driveway Approach H z 3 8. Hwy. Dist. Approach Permit w a 9. Drainage/Irrigation 0 10.. , Flood Zone x 11. Issue Address 12. Uniform Fire Code U) I 2 H 13. Uniform Building Code FEES: /NUMBER /PRICE OK'd BY NUMBER. PRICE OK'd BY. .Building Permit / 6 g� ! 3� Driveway Sewer Water . Other Other_ NInTFS, nNi RACK p f I I I i i i I I L� VU ( psi II i Pd i +I I 1 I N i 1 i Ii REVISIONS S INC* . � TWIN FALLS, IDAHO i PREPARED FOR: � DESCRIPTION: SCALE: DATE: DRAWN BY LOCATION: ' 4 CITY OF TAFA,LLS FIRE DEPARTMENT INS&'ION DIVISION IT IS UNDEL°'STOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE TWIN 1";T'iLLS CITY CODES MID ORDINANCES IT IS HEREBY AGREED THAT THE WORK CALLED FOR HERE- IN SHALL BE D611E IN COMPLIANCE WITH TEE :AIME. THIS PERMIT IS NOT TRANSFERABLE ,MID [FILL B.BCOME NULL AND VOID IF WORK I: NOT ;STARTED. WITHIN 180 DAYS OL"L IS aZMTDONED FOR 180 DAYS. ALL CODS; REQ UIRE1+TENTS £MADE BY THIS OFFICE MUST BE IN WRITIM AND ARE SUBJEECT TO REVIEW AZID APPEALS. INQUI.RZES OR REQUESTS REGARDING THE INSPEC'210M Prr^.00EBE REVIEW 5.11D SHOULD BE ADDRESSED TO CITY ENGINEER OARY YOUbG AT 733-08630 EX'T. 273 .11 CITY 14ANAGER TOM COURTNEY AT 733 -0860 EXT. 272. BUILDING PERMIT perizit Date: 3/13 85 Permiiit 1_"Iur.berm 1687 SIGN Addition Owner UVITED OIL 322 ADDISON AVE W Contractor LYTLE SIGNS 1925 !CI13BERLY RD 733-1739 90 T'i?ork Description 1.1717w 182 SQ. FT SIGN Construction TYPe a Occupancy Group: DiVision: Zone: C 2 stories.- Pars ing paces Required: Nap Location: C Total Permit Fees Other Fee: SIGN 15.00 Total Foe: 15 .00 Signature cep ,,pplicant my---- --------------.om__..a__-_ • w-um-uamr...v...•^"m.rnv cv.cv mcmm.am A.ssigne6 Inupector u DON SCOTT I INSPECTION HISTORY DATE ITEM NOTATIO S SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF 749FALLS FIRE DEPARTUBHT IIACTION DIVI 10 N IT IS UNDERSTOOD BY ALL THE U11DERSIGNED 01AT THIS PERMIT IS ISSUED SUBJECT TO ALL APPLICABLE rATIN FALLS CITY CODES AND ORDINXTICES, IT IS UEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIAIXE WITH THE SA1,1E. THIS PERMIT IS NOT TRAIISFERA3, LB WiD 11ILL BECOME MULL AUND VOID IF 1110-RK IS 140T STARTED WITHIN 180 DAYS OR IS ABI-01DOITED FOR 180 DAYS. ALL CODE REQUIREkIENTS 14ADE BY THIS OFFICE 1,1UST BE IN 1,71RITING AND ARE SUBJECT"TO REVIEW 10D APPEALS. zT-1 TO INqUIRES OR R-EQUESTS REGARDING THE Il,,'JSPECTION PROCESSg REVITE 6TD A 5EPZS SHOULD-BE ADDRESSED TO CITY ENGINEER GARY YOUIr-, Iff 733-0860 EXT. 273 OR CITY rJ1ANAGER TOM COURTNEY AT 733-0660 EX'T. 272. ----------------------------------------------------------------------------------- 'BUILDING PER'NIT Permit Date: 3/13/85 Permit 'Number: 1687 Property Address 322 ADDISON AVE W .3 IG N Addition Q#lie r UNITED OIL 322 ADDISOV AVE 11 Contractor ,LYTLE SIGNS 1925 KINBERLY RD 733-1739 90 Work Description N70vl 182 S9,,_ FT SIGN con,--ftruction Ty Pe Occupancy Group: Division: Zone: C 2 Stories: Parking Spaces Required: kvlap Location: C Total Permit Fee: Other Fee: SIGN 15.00 Totalj?ee.- 15 .00 Signature of Applicant ----------------------------- Assigned Inspectort DON SCOTT 4 INSPECTION HISTORY ° DATE ITEM NOTATIO S i SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN i PLUMBING ROUGH IN MECHANICAL I ELEC. FINAL i PLUMBING FINAL ` FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL Mist. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: I ' I MY OF IWIN FALLS APPLICATION W FOR: BUILDING MOBILE HOME a SEWER WATER ® SIGN Q DRIVEWAY OTHER CONTRACTOR NAME /V / M2 QQ/L NAME Lgge Sigg,, Inc ADDRESS 3 Z 'Z r ADDRESS : 1925 K.cmbeAty Rd. , PU Box 332 PHONE NO. PHONE No. 733-1739 TYPE OCCUPANCY (Use of Building) , fuLEGAL DESCRIPTION OF PROPERTY AND STREET ADDRESS A �? e EST. VALUE $ Sq. Ft. Main 2nd Basement Sq. Ft. Garage No. Floors APPLICATION RECEIVED BY C DATE APPLICATION SUBMITTED BY (Zigna'ture) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FLOOR PLAN FOUNDATION PLAN SPECIFICATION. BOOKLET STRUCTURAL PLAN OTHERS Items to Check: Re ' . Dept. Remarks or Actions Date OK'd B 1. Zoning Code Compliance a) Proper-zone b) Special Use or Variance c) Set Backs/Lot Size 3 W d) Set Backs -- Hwy. Dist. � d) Screening z ; 0 H Ri f) Off Street Parkin N g) Flood Lighting h) Si nin lqz- FYePP47,4 /'Cs i) Landscaping ) Other _ 2. Structural Analysis %� a, � -7 o � 3. Availability of Water/Sewer � ,FOOD H 4. Se tic Tanks/Well - H1th. Dept. 5. 'Sewer Assessments z a 6. A22rove Curb - Sidewalk H x . 7. Approve Driveway Approach c� z a 8. Hwy. Dist. Approach Permit w o 9. Drainage/Irrigation U �, 10.. Flood Zone a t 11. Issue Address 12. Uniform Fire Code z H 13. Uniform Building Code FEES: NUMBER PRICE�� OK'd BY NUMBER PRICE OK'd BY. BuildingPermit . / v� Driveway Sewer Water Other Other_. ?vnTF.q nNr RACK I I I 1 i ! i 2 C I YY' �3 REVISIONS SIGNS INCS TWIN FALLS, IDAHO i PREPARED FOR: DESCRIPTION: ' SCALE: DATE: DRAWN BY: LOCATION: 3 ® 17/ 0/1) J N � 0'b ._......._: ..__.. . ..._ l� r ..: , � .♦•++. ..i.,� ... .• i .,..-., ..L .,, { , - - _ _.._,.-+-•••.fir^`...-.y.r-r.,,-� ►--•-.ti.i-• 1-+t.•.,_.y _..� t..4-f'-'�'- -' 4:� 1 r�1 ::^ -.'� �i � •lf•.• _ ..._. r .�... �h } 44 j En w. 7,7--�71�i ol N 4_.,.,,,_.r-,.._.t.y_-.-...yam ..+....L �_« ��+.+. _. .. ,•, : � +., • ... _ _.... -_. . ._ _ 777 .r...{-.y...4...}--1--L.-.4•,-i ...1 .t,. . .t •. _ i , 1 : i • , ..• a...a r " ___. . ..... .. . y--.�_..♦ ...-._ *•-..•:+-�-t..l-^.,.+-� L --.1_, .+- -.-. r-,•, � �_,..._ ___.._,..,.._...__......_...-.. .-:-_.. �.;_._, ..... . .`_.� ..._,�.-.._ _�-.. .._ _'_•�..-..... .w _.«_..-L ...may. : 7 _ 1 L • . x • _. ~ r + to ..,.y-�.1 4..-.,...{.. ...,...._.,: }. ._, „ •4_. , ..-.. 1 i •-? ..... , . .. .. a. .. .., _. .._..-. .. ._... ..r'-...-j--r-a-+:__:- -.4UI•t,R.. 1 _, ._4 -1•'T 1 4.. ..6-1 ♦ • .}....•..,..+-•r + '.,_«_ _..-a--.._-+—•- -►w..•r-,..+I _..w-w.. -.r__+-• 4 .-.+w•.•,,.. ..• ,...« _,_.•. i .�/Ir... j -...-�•.r_...._,_ 1} .�..�ar i-�1•••••r..'. _ •:-� .. _. .l .. ..�--i..+F---�-'� � i i =^' '•t r ; + { , .j.. -4 1 13 -4k 43 cj rf) Clr.1 OF rRIIN FALLS ?IRE DEPARTMENT INSPECTION DIVISION IT IS UNDERSTOOD BY ALL THE UNDERSICFED THAT THIS PEFflIT IS ISSUED SUBjECT TO ALL APPLICABLE TWIN FA*r-,LS CITY CODES. MID ORDINAx7CES® IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN C01�111LIAVCE VTITH 7LiE SZU0, THIS PERMIT IS NOT TMISPERABLE WILL BECOME NULL AND VOID IF WORTY, IS NOT STRRTED WITHIN 180 DRYS OR IS ABA11DONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS OFFICE MUST BE IN TIRITI1,1G, AND ARE SUBJECT TO REVIMq AND APPEALS. 111OUIRES OR REQUESTS REGA RDING ZIE INSPECTION PROCESSy REVIEW AND APP ELLS SHOULD BE ADDRESSED TO FIRE NARSHAL AND CHIEF BUILDING INSPECTOR CLAPE D HARXI�'=5S OR FIRE CHIEF BOBBY K BOPP. 733-0860 EXT 229 -------------------------- -------------------------------------------------------------- FUIDDINC PERMIT PEPdVIIT DATE 8/31/83 PEP114IT NUMBER 351 PROPERTY ADDRESS 322 ADDIS101"! AVE 11 SIGN OINNE R UNITED OIL 322 ADDISON AV B W 733-0333 Coil!'PACTOR LYTI,B SIGNS 1925 K114BERLY PAD 733-1739 00 WO RIZ Dr S C 11 P T 10 N NEW SIGN CONSTRUCTION =B- OCCUPARCY GPOUP- DIVISION- ZONE- C 2 STORIES- I PARKING Srl'XES REQUIRED- NAP LOCATION- C TOTAL PERIIIT FEE OTHER FEE 9 70. TOTAL FEE 9:70 SIGNATURE OF r-,,.PPLICANT ASSIGNED INSPECTOR: DON SCOTT INSPECTION HISTORY DATE ITEM NOTATIONS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: CITY OF TT17IN FALLS FIRE DEPARTMENT INSPECTIOU DIVISION IT IS UNDERSTOOD 'BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED SUBJECT, TO ALL APPLICABLE 7WTIN FALLS CITY CODES M31D ORDIVIANCESo IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE IN COMPLIMCE 1,71TH THE SAr-']E. THIS PER1,11IT IS NOT TEWISFERUABIX A11D WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS HADE BY THIS OFFICE ["IUST BE 111 WRITING AND ARE SUBJr3CT TO REVIET,17 AND APPEALS. INQUIRES OR REQUESTS REGARDING ME IVISPECTION PROCESSy REVIEW AND APPEALS SHOULD BE ADDRESSED TO FIRE HARSHAL AND CHIEF BUILDING INSPECTOR CLARE D HAIRKINS OR FIRE CHIEF 303B17 X BOPP. 733-0060 EXT 229 -------------------------------- -------------------------------------------------- BUILDING PERHIT PER11IT DATE 8/31/83 PERMIT NUMBER 851 PROPERTY ADDRESS 322 ADDISION AVE W OT1.)VIE-1-11 UNITED OIL 322 ADDI SON AVE W 733-0333 COUTFU%CTOR LYTLE SIGNS 1925 KIMBERLY PAD 733-1739 100 lV',l0RK DESCRIPTION NEW SIGN CONSTRUCTION TYPE- OCCUPANCY GRIOUP- DIVISION- ZONE- C 2 STORIES- I PARKING SPACES REQUIRED- 14AP LOCATION- C TOTAL OTHER FEE PERTIIT FEE 9.70- TOTAL FEE 9.70 S-IGNATTRE OF APPLICANT =-------------- ASSIGOED INSPECTOR., DOW dcoTT INSPECTION HISTORY DATE ITEM NOTATIONS SET BACKS &uRB SIEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUP. DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: SIGN ' CONTRACTOR OWNER-1 l lee f.J�y �// NAME Lytie Signs Inc. ADDRESS � �a�./ ADDRESS Box 332-1925 Kimberly Road PHONE NO. J 11 3 PHONE NO.208-733-1739 TYPE OCCUPANCY (Use of Building) Sign LEGAL DISCRIPTION OF PROPERTY AND STREET ADDRESS_®�� Z %,��� �y� ✓�� �� �" Square Feet Combiii.ed, if 21,F Cost of Permitlow �► 3O 1,70 APPLICATION RECEIVED BY 4111) DATE "W loor APPLICATION SUBMITTED BY (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS ,✓ FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTUAL PLAN OTHERS Items to check: e' . De t. Remarks or actions L)a,)L OK'd D 1. Zoning Code Com liance a) Proper Zone b) Special use or variance .!tO c) Set backs/lot size d) Screening. e) Off Street Parking -- O f) Flood lighting � g) Signing h) Landscaping - , 2. Structural analysis — r 3. Availability of Water/Sewer 't 4. Sewer Assessments H � 5. Approve curb-sidewalk w 6. Approve drivewa a roach 0 z, _ w 7. Drainaca/Irrigation H • W Ei. Issue Address 9. Uniform Fire Code 10. Life Safety Coda p H E+ 11. Uniform Building Code w 12. Septic tanks/well (Health Dept.) 13. k.ic Lt of Way (Area of Im-ict} [[ti•, i)i>;t:. k 3.'.E: .SCHEDULE ON REVERSE SIDE, 1 f r (yr a 30 f r` - 15 X 1M,� 'a P6(� z3u �3 x3�o4� S4 H bf•4 REVISIONS l s im ' ce TWIN FALLS, IDAHO PREPARED FOR: M1611 1enp " DESCRIPTION: SCALE: OATS: DRAWN BY: I� LOCATION: r. - i M», y �y • r �. y+ >3R � �" t a .- �t 3,� dl ., '+C b}ei Y's f r r � :� t j �y,f _:�} E?yE}F r a ti $ r' i•���B.T 14„v}r. r r . 1 s' :'a s..� !9,�x 4+au,r `�z �'�4;°'�rl`` "✓� T�" '� 3 G f r't€; �f+ "r 22t``r '`s+a'R �,'.. � �� � �,rar`�`+art.�'r r._ �t ?sZ' { a•cL 4 K S a t4 I a �' r�`.. & ^:, ,.'tx �.. �`�Y k H�•�4r�yE.��t�;�h 4r�t ,� �p�a �.k�f '''p'�4 7r ."�" ' T•��F� °r {� ! � m¢ � t� , .�.. � yb.� xYi� " "3 '�'`,.m. •rMg3`s'. a` 7'r '-...:k ��F+S' .rw.x,cty,'§t',p Isiaf'�v `7 .)" �.y^'.*�;:`''lr: .,n •r'a ,;r t„ 9qr k H.., •h1 L f ( kF � ' �'vp '� `"',�?lurk "*�S.o- y�-...y.:;�+" ��`" c �� 4 F r.w f �'ti� t, rF F, r •S ..p v��ay. .� - f. ' - s.� mPkt E'�sRn r '��'.J.'�. �•"}� � �r �:`�k ��t a :� ..��a w t k r o G ;r' ' '�• �t '�` 'rS:� i-.a[Z"'� z, �w?;:.$ +t�? Y' �•�^' 1 � a a�t'`"- ?. u ��' .3.7�' w i 3 -r Y �a- .r '�*',i � fs ' y�' x �`p1.4. v h''�'1 n. - )3eic.Hs� t. a '$:...3 µr�+cns• - in r ry'.wh5 c ¢ri :ti 9 r was v"4-ry ,,•x i•--tcK" ea' s•q."`?3 f'( r � .,A r4 •a z'.tr r4z�' Kr YaiE,s P� a •S�� -ra f x•( ¢e A i Yqr��i..`cs k{3 red � ��� ;i�,. �..3 a� , 1 �:- ?,.r $7'rF b .'� w '+�y, ym =4 "-` `a"s�i.Cdr'+ir +nr '� fr 4? a it .. c •5 y r ss : r t "fit S��""y It PAS nl� � ��: � �. "S*.`_s a�-a �>x d � s" a::�,�, ry. a �2 � ''a� � � y � � ��i'_•P i'�fi:=" _'� 'T � r '� *� ."ukt�`r t. F ' �a Y -k ��,`�p'r'Sj_r�'^•sV� ;�i #�� v�@yr ity1f`4 a ji»`:b; Ey.r �' '°r- �•;dh a�1'�`.'gt" y icr ,,3A?':'�'nY�.d .a.4,a3b� ;spiv., �' ^'' 5 t r.:..a; -i`. ,t �57 3Y� dy,� �.��.,f .z,��ve:.Y"5. �f �'7'1- "+' �. -��•�'nt' a.. �-. x '��f'.•,� "' �� t<:� �i ���`o�_ z r�Ftc�s��w s.,y>a��� •� ,--± ,� t � � . •* �. v. `'k.�r^ w y;C n- m -1• ,erg v `.w rcf r �.,� +f��:r+� r+ 4 � -'S�i " "': "d �•` f �r,x,. i�: 2�"'as,�s- .2� !' a : zve„r' ;.n�' r- '` ' s r 9 - .a- .h. �'t z'S" "; �a4 �"t'i�-+�"' q 4g'> t ,; '�,.�•�,' s Pid I d ,�'.,�`, �y t�����3���.✓•�' le r �y�" rt. J. f,'; x. ','rsk g �< �t{..�,..n V r v •:h a s?,f \__ > ,rt':-3 a '' :;,3 iYir,�' tq5 E 'a E ,x'-wed L'''` Mr a• 1>` ',1 T T h G^ Lj1F a M4• .Y?f xEd 7C aMjp ti��y'" `" � yy t it +�M tj r f .REVISIONS SIG TWIN FALL$; IDAHO PREPARED 'ORi DESCRIPTION:. SCALE:` S 'DATE' DRAM DRAWN BY: y�,u ! 7 •�. "' '.�: s�i s`,�• ry S� ° rs` M P' 3 ` .y' S'rvu .S 6- i3e q.v :;:Y d� a R k ,,e•Ct 3 a s ..v r:, .n f LP q �k•�; 1Z 73 a'lt)a" [§� rT r; a-�x^'. yn CI 0 f_7 TWIN] FALL' F RE DEPARTHENT INSPriCTION 5;IVIS.10t4 I T IS UNDERSTOOD BY ALL THE UNDERSIGNED TfIAT THIS PERMIT IS ISSUE"D SUBJEf T TO AL.L. APPLICABLE rW1,W FALLS` t."ITY CODr�-S, AmD ORDIw-)wE.sj I T :1 S FIERE-BY AGREED THAT 111E WORII, CALLED F'01;.' HEREIN SHALL BE DONE J."N f_',ONPl_lANCf"_ WITH THE o"AME. THIS PERMIT IS NOT TRANSFERA13LIK AND, Wl L I BECOM11 NULL AtID VOID IF WORK IS NOT .'TAR TF7lD WITHIN 180 DAYS OR IS ABANDONED FOR 130 DAYS. ALL CODE REQUIREMENTS NOM)E" By Tt-ru OF-FICE musT BE IN WRITING AND ARE SUBJECT TO REVIEIJ AKE! AIOPEALSA INQUIRE.7 OR RE-QUESTS FZEGARDING TFIE IN-TPECTION PROCESS, FZEVlE__W AND APP[-*,.*AL -31' EFIOULD ]BE ADDRESSED TO FIRE MAF?SHAL A011) CHIEF BUILDING INSPECTOR CL.(',�iRE D FIARKINS OR FIRE* Cl--llEF BOB]BY K BOPP., 733----0L`*60 E'X T II B U I L D 3:N S F*,E R MI,T PERMIT DATE 6/02/83 PERMIT NUMBER 695 it 14 Pf"R01"FRTY ADJIMSS 322 ADDISON AVE W A D D ITI 0 N ti sl G OWNER UNITED 01L CO. 322 ADDISON AVE W. CONTRACTOR LYTLE SIGNS, INC. 19-25 KIMBERLY ROAD 90 WORK 'DESCRIPTION 1:**FJ-C T A DUcAiL FACED ELECTRICAL. SIGN 0 A TOTAL cjr� JA12 SQ, FT, CONSTRUCTION OCCUPANCY GROLJP DI' l,S'1 0 N ZONE--- C-2 STORIES- PARK'ING SPACF--S' REQUIRED— PiAF, LOCATION— C; TOTAL P EF,ki I T F E E 0 T H E R FE E SHm r--EE 13.*70 T OT A L F E.:* 13.70 SIGNATURE 0 F A F,PL I C A NT ASSIGNED INSPECTOR : DON SCOTT INSPECTION HISTORY DATE ITEM NOTATIONS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINA FOR OCCUP. i DATE REFERENCE PERMIT NO. FINAL MISC. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: / ~ | CITY OF TWIN FALLS FIRE DEPARTMENT INSPECTION DIVISION ! � ! ` IT I% UNDERSTOOD BY ALL THE UNDERSIGNED THAT THIS PERMIT IS ISSUED | ' SUBJECT TO ALL APPLICABLE TWIN FALLS CITY CODES AND ORDINANCES, � | IT IS HEREBY AGREED THAT THE WORK CALLED FOR HEREIN SHALL BE DONE / � IN COMPLIANCE WITH THE SAME . THIS PERMIT IS NOT TRANSFERABLE AND | | WILL BECOME NULL AND VOID IF WORK IS NOT STARTED WITHIN 180 DAYS / OR IS ABANDONED FOR 180 DAYS. ALL CODE REQUIREMENTS MADE BY THIS � OFFICE MUST BE IN WRITING AND ARE SUBJECT TO REVIEW AND APPEALS., 1 / INQUIRES OR REQUESTS REGARDING THE INSPECTION PROCESS, REVIEW AND � ! APPEALS SHOULD BE ADDRESSED TO FIRE MARSHAL AND CHIEF BUILDING � ] INSPECTOR CLARE D HARKIN% OR FIRE CHIEF BOBBY K BOPP. 733-0860 EXT 229 � � u ' / ' ---------------------------------------------------------------------------------- ' / � BUILDING PERMIT PERMIT DATE 6/02/83 PERMIT NUMBER 695 �. |' � PROPERTY ADDRESS 322 ADDI%ON AVE W � SIGN ADDITION OWNER UNITED OIL CO., 322 ADDJSON AVE. W. CONTRACTOR LYTLE SIGNS, INC. 1925 KIMBERLY ROAD 733-039 90 WORK DESCRIPTION ERECT A DUAL FACED ELECTRICAL SIGN FOR A TOTAL OF 112 %Q. FT. CONSTRUCTION TYPE- OCCUPANCY GROUP- DIVISION.- ZONE- C-2 STORIES- PARKING SPACES REQUIRED- MAP LOCATION- C TOTAL PERMIT FEE. OTHER FEE SIGN FEE i3. 70 TOTAL FEE 13. 70 SIGNATURE OF APPLICANT _____________ | AS%IGNED INSPECTOR : BON %COTT INSPECTION HISTORY DATE ITEM NOTATIONS SET BACKS CURB GUTTER &SIDEWALKS FOUNDATION FRAMING ELECT. ROUGH IN PLUMBING ROUGH IN MECHANICAL ELEC. FINAL PLUMBING FINAL FINAL FOR OCCUR DATE REFERENCE PERMIT NO. FINAL misc. TAG NO. STRUCTURAL ELECTRICAL MECHANICAL PLUMBING REMARKS: I i i 4 SIGN CONTRACTOR OWNER d#)1 NAME Lytle_Signs Inc. _ ADDRESS31'1'�g Ls VA) ADDRESSEox 332____1925 Kimberly Road PHONE NO._ PHONE NO. 208-733-1739 TYPE OCCUPANCY (Use of Building) Sign LEGAL DISCRIPTSON OF PROPERTY AND STREET ADDRESS Saguare Feet tC - Combined if /F Cost of.permit , �C?� Lo lee, ;e l/► z APPLICATION RECEIVED BY DATE APPLICATION SUBMITTED BY (Signature) CHECK THOSE ITEMS SUBMITTED: PLOT PLAN CALCULATIONS FOUNDATION PLAN SPECIFICATION BOOKLET STRUCTUAL PLAN OTHERS Items to check: Rai. Dept. Remarks or actions Dccit OK'd I 1. Zoning Code Compliance � f4f X, a) Proper Zone b) Special use or variance c) Set backs lot size - d) Screening. A } e) Off Street Parking % H f) Flood lighting g) Signing h) Landscaping 2. Structural anal sis I 3. Availability of Water/Sewer .• J. 4 4. Sewer Assessments 5. _4pprove curb-sidewalk 6. Approve driveway approach 7. Drainaq /Irrigation �, � �• } 8. Issue Address --_� --- - ---- 9. Unifotn Fire Code 10. Life Safety Code p H — — 11. Uniform Building Code HA Do Moo nr,mmn 12. Septic tanks/well (Health Dept. H 1.3. Right of Flay (Are.-A -ofIm�aac•t1: [tw•y. Dar-t.-- ._ . FEE. 8Ci1EDULE ON REVERSE SIDE i . FEE SCHEDULE Frr- OK'd BY DRIVEWAY APPROACH SEWER SERVICE WATER SERVICE BUILDING PERMIT OTHER OTHER TOTAL FEES DATE APPLICANT N"')TIFIED 13Y NOTES: u Z ... o a E � ma NvR to C. N e J 3 � ov �. �. 1� J � o a re V l o o z .. 0oo �U y o 3 ' zAA t cm � z ,C a. H N Q d 0 a o w a: 0OZo J d Q w - m � ui Y N Q N M � X Z � o a, • Q a U z Z cD rvr _ J �a- Jj4WON b r E1U1LD1NG*0ERM1T' APPLIf!ATI ON ti CITY OF TWIN FALLS N° i2s� 2 Date COMMERCIAL M M ❑ RESIDENTIAL Applicant to complete numbered spaces only.. J08 ADDRESS k LEGAL LOT NO. BLK TRACT 1 OESCR. ❑(SEE ATTACHED SHEET) 2OWNER MAIL ADDRESS ZIP PHONE 3 CONTRACTOR ( - ADDRESS PHONE LICENSE NO. 4 DESIGNS MAIL ADDRESS PHONE LICENSE NO. 5 USE OF BUILDING 6 Class of work: NEW ❑ADDITION ®ALTERATI N El REPAIR ❑MOV REMOVE 7 Describe work: 8 Change of use from Change of use to i 9 Valuation of work: $ NOTICE Type of Occupancy Division ! SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, Const. Group f Bldg. No. of Max. ! HEATING,VENTILATING OR AIR CONDITIONING Size o g I (Total)Sq. Ft. Stories Occ. Load THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- Fire se Fire Sprinklers TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF L CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A Zone one Required ❑Yes []No. i PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. No. of OFFSTR T ARKING SPACES: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI- Dwelling Units Cov I Uncovered CATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PRO- VISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF Special Approvals wired Received Not Required WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE ZONING AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY HEALTH DEPT c'..., OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF C NSTRUCTIO f FIRE DEPT. ! SOIL REPORT SIGNATURE OF CONTRA R AUTHORIZED GENT (DATE) OTHER(Specify) ' SIGNATURE OF OWNER(IF OWNER BUILDER) DATE FEE RECEIPT N0. I APPLICATION PTED B PLANSC ECKED AN APPROVED FOR ISSUANCE BUILDING PERMIT BLD p. CITY ENG. SEWER TAP SPECIAL CONDITIONS: SEWER ASSESSMENT i I WATER TAP I '! ELECTRICAL PERMIT PLAN CHECK PLUMBING PERMIT MECHANICAL PERMIT CURB CUT OTHER TOTAL FEE COLLECT �® COLLECTED BY e---" INSPECTOR for MIJIMING ---•- /_^_.._ ca�:tt. i :� cat: �� ^j �}: {, e^ ASS T J?:: Occltpancy (Ilse of Lec-p.L e-escrip'i.:i.on of p2:t>�=i•'_i}' U2 - -�-_ ,Ys tt%cttCCi L'cltc' �C' rt. Eyf . _--._._.--.-._ ._.—_ — �— ��� _..._...-_mow-r.r..r,,,y^�i•�e�r. - Deper L2 en«tI D�a t iv i^ P.c. . ,:Xtems . •:r +�. s or, Ac cal Chack completeness: Inspection a Plan b) -Si~r_a.ctlt?-�2:3, c:�:tc�t2�txtZ:tc •• •-sr. . � - -.•,_:.,._.._..__- _ . PlOt Plan el • 2 r /.aa:�,n,� Cad n Cv,n,�71z�::�C- ' . . . . - '• •• . • _ • ._ , -uS.a or yaxr-ic nce Set -Off f) Flood 3_ t3.t:i.i'orr:t }act�1d:t.rs• Cc:-�- {:tt: •,l.:i -��;: _ .. �w��� 4 A0%i::l.<<[i):1_li t y oof�Tia:t`..t:x.-`.r..E:i.?::�:• R1SS,t t.Ct •.. c'_L 5. 6. Anprove7 C..LtA,-s�cic:i.;al}: .7_ Approve c2::iwtvr�ty ion St1- St_r-ltctue l �tli:t k��,�i _ __ +t) 7:t�{•t ~- . 11. 1k►tom- LiLip!_1_cai1t — _ Inspection - Z3_ Se��t:xc. t:<ett�:%./►�^l.l_--_�`-�^-^_.� '-- St:�xt:c }IE�cl_L?t e - •^ l.pJ.>7.:i-t:tt i.v:?:: rCajtt:irE:cS 11CIOI-C: :i.::::u;t;�t:c: c►C L'u il,d:i.rtj; ?•c:1 stti.t_: - �•�J,:. C.r /;j,y,l. i r: iUit � Cli(.'RCt: }'C:C: ...__ .-•• ---•_---�—,��:-�._-..._:.. Iti4,�►I`c,_tt It.--_-----�_.._... .. . __....JatiTr� ita�;_7_r.tretC+�_ ---• _ _ l:ltlg _1n`_'j>;—_ _ _ .' 1 �r !S d�• iM�� r a e^y� • I i REVISIONS IGNS IN TWIN FALLS, IDAHO i PREPARED FOR: .4P� DESCRIPTION: h ��' �D�� l+�?U Src•a SCALE: DATE: DRAWN BY: LOCATION: �� ,y/cc ,`s ems• �L� i t i a O BUILDING ERMIT APPLIeATIO N CITY OF TWIN FALLS N° �05� z Date f COMMERCIAL b303 in ❑ RESIDENTIAL U' Applicant to complete numbered spaces only. 1 ! JOB ADDRESS / i LEGAL LOT NO. BLK TRACT I 1 DESCR ❑(SEE ATTACHED SHEET) I n OWNER ♦ MA/ DDRESS ZJP PHONE G j3 CONTRACTOR ' MAIL ADDAESS PHONE LICENSE NO. /� DESIGNS MAIL ADDRESS PHONE LICENSE NO. I �! I 5 USE OF BUILDING I ! 6 Class of work: ❑ NEW ❑ADDITION XALTERATION_0 REPAIR ❑ MOVED REMOVE 7 Describe work: 8 Change of RPfrom Change of use to 9 Valuation of work: $ h9l AM NOTICE Type of Occupancy Division SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, Const. Group HEATING,VENTILATING OR AIR CONDITIONING Size of BI g No. of D Max. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- (Total)Sq. Ft. Stories iT' Occ. Load TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF Fire Use Fire Sprinklers CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A Zone 3 Zone ! 1 Required []Yes ❑No. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. No. of OFFSTREET PARKING SPACES: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI- Dwelling Units Covered I Uncovered CATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PRO- Special Approvals Required Received Not Required VISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR ZONING NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY HEALTH DEPT. OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE F COURUN. FIRE DEPT. . SOIL REPORT SIGNATU E OF CONTRACTOR AUTHORIZED AGENT (DATE) OTHER(Specify) SIGNATURE OF OWNER(IF OWNER BUILDER) DATE FEE RECEIPT NO. APPLICATI CCEPTED Y P N ECKED AND PROVED FOR ISSUANCE BUILDING PERMIT BL CITY ENG. SEWER TAP SPECIAL CONDITIONS: SEWER ASSESSMENT WATER TAP ELECTRICAL PERMIT PLAN CHECK PLUMBING PERMIT MECHANICAL PERMIT CURB CUT OTHER TOTAL FEE COLLECTED COLLECTS 1001, INSPECTOR � R BUILDING*PERMIT APPLtAT1 _a_ N CITY OF TWIN FALLS N° 0714 z Date ❑ COMMERCIAL D 9 RESIDENTIAL Applicant to complete numbered spaces only. J08 ADDRESS ,�& LEGAL LOT NO BLK TRACT DESCR, ❑(SEE ATTACHED SHEET) OWNER c MAIL ADDAE55 ZIP PHONE q CONTRACT R 1L ADDRESS HONE LICENSE NO. •1 � r 6-- 4 DESIGNER U V MAIL ADDRESS PHONE LICENSE NO. 5 USE OF BUfLDING C 6 Class of work: ❑ NEW XADDITION ❑ALTERATION ❑ REPAIR ❑ MOVE El REMOVE 7 Describe work: 8 Change of use from Change of use to 9 Valuation of work: $ NOTICE Type of - Occupancy Division SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, Const. Group HEATING,VENTILATING OR AIR CONDITIONING Size of Bldg. No. of ,�A � Max. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- (Total)Sq. Ft. Stories Occ. Load TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF Fire Use Fire Sprinklers CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A Zone Zone Required ❑Yes []No. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. No. of OFFSTREET PARKING SPACES: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLI- Dwelling Units Covered I Uncovered CATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PRO- Special Approvals Required Received Not Required VISIONS 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 ZONING -` �-- AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY HEALTH DEPT. OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTR CTION. FIRE DEPT. SOIL REPORT SIGfUTGREOFCON ACTO OR AUTHORIZED AGENT (DATE) OTHER(Specify) SIGNATURE OF OWNER(IF OWNER BUILDER) GATE FEE RECEIPT NO. APPLICATION EPTEDBY PLANS CHECKED ANO APPROVEO FOR ISSUANCE BUILDING PERMIT BLOC, �ITYENG. SEWER TAP SPECIAL CONDITIONS: SEWER ASSESSMENT �C,,�- '40, WATER TAP ELECTRICAL PERMIT PLAN CHECK PLUMBING PERMIT MECHANICAL PERMIT CURB CUT OTHER TOTAL FEE COLLECTED ®f COLLECTED K a�:. INSPECTOR s EUi.[1bTIN I N.t,11IT Contact / / Owner /�/ Contractor /µ �/ Designer(s) Name: C7 z a Address: Q '1 1 ear e r1v;,, v j Phone No: Type Occupancy (Use of building) S,e r jr;e- e t1na Legal description of property or street address: Estimated value = $ Items to Check: Departmental Date Remarks or Authority Checked Action 1. Check completeness: Inspection a) Plans b) Structural calculations c) Plot Plan d) Applicant 2.. Zoning Code Compliance: a) Proper Zone b) Conditional use or variance c) Set backs/lot size d) Screening_ e) Off street parking f) Flood lighting g) Signing 3. Uniform Building Code Com liance: 4. Availability of water--sewer Ass't to City Engineer 5. Sewer assessments 6. Approve curb--sidewalk 7. Approve driveway approach 8. Drainage--irrigation 9. Issue address 10. Structural analysis CitZ En r. 4) °"s 11. Notify Applicant Inspection 12. Applications completed 13. Septic tanks/well State Health Applications required before issuance of Building Permit: Type of Application Office Fee OK'd By: Driveway A__2proach En ineerin Sewer Service Water Service Building Permit Bldg Insp.� Other Al Permit Issuc'tl Date �! tr 1- 0- w 0-11 N Z O O F— � W N w cn O Z rd z° o A a, �+ z 1I1 a) 0. cM O $1 k I w I H � J a-) " ° M Ea artier °o � �' U a)m z cn o nxI I I I � P rdlroa) 0) 0 y d dN � ON 0 M u zI op,, � x � z E..� - W4 1 a lu'l-x a 4) 14 M i m TA 4J W (C) 4-1 k Id a) ch N 0 OI U +1 NOra •U 4 B rd >i O z w •11 O O r F� z r 1 +) F S t O 4-) W 5C �+ H +1 1n W 1-4 p to w O Gq z a) 11 0 k O O ) U Ir1rd'•1, Ir•i I 0N.I30 •r1 z 0rtRf 04 IAt�rr-1 Ida 4-)1 a zU N zo o rd >' + V0 z 0 a a O � 4 d O 0 3IWn q4 W >4 w 1m w "—I � mV W • 1 i•o I 1•4 a) O +l ) tr1 • vw 54 >+ •rq rq +1 •rCaSSaP ai > z Q► N 1 I 0 4 w 0 14 >4 10 w V a) M Id a •ri 4-) 4-) o z qa) z ro }' -rj 0 0 4-) O k p U r•1 r-IW H z 7 �o a 0 0 G 4 Id O a) •r1 +ry aU O t 10 x •r o •r a CQ -1 o rd U Id u r1 3 4-+ o 1r. z W I aO 3 ° OO O - z s, x WQ ° w 1- � w k z a)iO 'U °w 54 a rd z 1-4 aw U 0 U w >w + w I.w o d aNX a) rdd E- o ~ rd I Q w 0 O 1n ri 0 O a) as X 4-) m > ax z �' � z 0a) , UX J zm01 a) • Iai ++ o >4 k O +))t C=:l toO W a) z tr z W a) a) a) � H r-I� •• 14-)U >~ x w rJ 1d a, w z A x 1�1 3 O s~ I a) a, a O U s~ a, 0 0 v O m •r1 •r1 vi q �¢ d� �+ o I>1 u I�d s� .. 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U 0 31 a) (d � k +) +a x •r1 1d rt W � a) rd a) U r1 44 w � k � 0 a) 44 U •rl 4-) w > a) O Id U Id 0 0 4-4a) a) a) •r1 0 9 0 a) g Id tUh 1d + a (d t12 W w 14 m PL4 l w m w N N Ro', w rZ4 Q U) C t12 cM 44 � w U) ra �' LIT-4 'T1 z rl rF. r I N O r4 N r4 d' ui lD t` a0 r-I r-I r-I r-I FC W V Q r�1 FC -4 -4 r-1 � 1-4 N N N N rt ¢ f xda z bd O z 'rb rt rt "Il C rh O n su 0 D r ti + O m m trig m Fn rn v rt N o r O 0 m m F" . i' C N v N O mm OD � � � H Enrron n g L�T1 per, 't rt ' 1-4 � b ow m O � rt • a �, H S� m H z cn 4-CA pv _v lei bd m m O t=i y < t� . C t7d O m c N N � V V � 1 1 � �G afl 'p V V Rl OD OD C7 H O z m -v � O N O z W O 3 W O N FIRE PREVENTION BUREAU °"° INSPECTION RECOMMENI IONS TWIN LS FIRE DEPARTMENT MANE o — ADDRESS ��2-2 ������ ,�„��' 1�P5 z• ,,,_, No. 15ctinguifters / Check Filled Dry Chemical Water CO2 1 General Housekeeping Exit blocked Exit locked Exit lights Stock Above sprinkler heads Sprinkler riser blocked bi- Stock around furnace area Five � partment cap needs replaced Metal safety can for rags Electric REMARKS: i l Proposed call back dates Inspected by and date: Recommendations received bys I--- FORM # 90 FALLS FIRE DEPARTMENT SPECTION REPORT NAME OF BUSINESS: HUSKY SERVICE STATION 4 ADDRESS 322 ADDISON AVE WEST BUSINESS PHONE 733-0333 NAME, HOME ADDRESS AND HOME TELEPHONE OF: OWNER HUSKY OIL COMPANY 220 NORTH HAVEN, SPOKANE WASHINGTON, 99202 LESSEE MR HOWARD OTHRO 397 NORTH ELM 733-912$ MANAGER NAME, HOME ADDRESS AND HOME TELEPHONE NUMBER OF OTHER PERSONS HAVING KEY TO BUILDING. 1. MR KETH CAREL 733-5602 2. OCCUPANCY: SERVICE STATION NUMBER OF STORIES : 1 DATE JULY 12,1976 TYPE OF BUILDING: MASONRY ,0 METAL V WOOD 43 OTHER ROOF COVER: COMP SHINGLE Z7 BUILT—UP JET METAL L7 WOOD SHINGLE Z7 OTHER BALCONY: YES V NO R. MEZZANINE: YES 17 NO 47 LOFT: YES V NO AV STAIRWAY : OPEN 17 ENCLOSED 0 NONE a EXIT DOORS: FRONTS' SIDE AF REAR47 EXIT LOCKED: YES Z7 NO A7- EXIT LIGHTS: YESZJ NOV EXIT SIGNS: YES47 NOoff REMARKS : FALSE CEILING: YESZ3 N040 ATTIC, ACCESS TO: .NONE JIF ELEVATOR SHAFTS: YES Z7 NO Q OTHER SHAFTS: YES47 NOW BASEMENT: YES Z7 NOV FULL L PARTLITRAP DOOR- <YESZ7NO V—LIGHT' WELLS f YESVNORV FLOORING: WOODZ7 CEMENT:JF OTHER: LOCATION OF ELECTRICAL PANEL: OFFICE NORTHWEST ROOM ELECTRICAL WIRING: OKV OLD ZI POOR V ELECTRICAL COVER ON PANEL: YES J:7 NO Z7 BREAKERS : YESAff N047 FUSE BOX: YESC7 N047EXTENSION CORDS: OK41POORZ70LDG7 HEATING SYSTEM: ELECTRIC W ELECTRIC BASEBORAD L7 UNIT HEATER 17 BOILER L7 FURNACE J7 STEAM HEAT L7 GAS g OIL,j COAL V PROPANE V OTHER: FURNACE ROOM: OPEN17 ENCLOSED Z7 LOCATION OF GAS METER: REAR OF BUILDING ROOF MOUNTED CEILING MOUNTEDR WALL MOUNTEDLI FLOOR MOUNTED 47 PORTABLE FIREPLACE g7 LOCATION OF FURNACE: REAR OF OFFTC2 NORTHWEST WALE FIRE EXTINGUISHER: WATERV CO2 Z7 DRY CHEMICALLY SODA ACID X7 OTHER: NONE DATE SERVICE: . HYDROSTATIC TEST DATE: SPRINKLER SYSTEM: YESD NO,f WETZI DRY Z7 OTHER AUTOMATIC SPRINKLER VALVE LOCATION: NONE LOCATION OF SIAMESE CONNECTION: NONE STANDPIPES & HOSE: YES L7 NOO FIRE .ALARM YES V NO AV FIRE DOOR: YES L7 NO J9 FUSIBLE LINKS : YES C N0 ZI OPERATING CONDITION.: YES17 NOV SMOKE DETECTOR: YES17 NOANI FIRE EXCAPES: YES L7 NoAF CONDITION: OKI.7FAIRL7 NONE LI REMARKS : LOCATION OF FIRE EXCAPE: NONE JO TYPE OF ADJACENT BUILDING: WOODL7 METAL Z7 MASONRY AV OTHER NONE FLAMMABLE LIQUIDS USED OR STORED WITHIN THE BUILDING: NONE SPECIAL HAZARDS : NONE DISTANCE FROM CLOSESTHYDRANT: 60 FEET DISTANCE FROM FIRE STATION: 3/4 MILE REMARKS : BULK STORAGE, DIESEL 2- 20,000 1- 104000 GAS 1- 20,000 2- 5,000 1- 5,000 STOME SLR M'. RECOMMEND FIRE EXTINGUID ER_ DATE OF INSPECTION: JULY 12,1976 ' IN ECTOR Use words on this National Uniform Fire Reporting System, �-Ren{=:� SIC FIELD RICIDENT REPO T �� NFPA Form 901F nci :nt o. ime ay o eek Month ` ay Year !. c7 B orrect Address Telep on e No. Room or Apt.N[ n o. Census Tract o r 331 C Occupant wner r" Huskv Oil Distr. Howard Otero z D Address of Owner Telephone No. P 33- 28 E Metho A armf rom VuRC Type of Situation Found n 1 Telephone 1 Fire out on arrival F Type of Action Taken Eng.Co.(1st In Dist.) Shift No.Alarms Mutual 3 Tnve_StL ation 6 C. 1 S/ Na G Fixed Property Use Classification Property Type Complex 571, Seric_e__Sta-t . Mobile Property Classification If Mobile Year Make Model License No. y to n N/A N A ca f Area of Origin Interior Finish Dimensions Occupant Floor Level or Height ro r OP J Number Injured* LNumber Killed* Civilians 0 Fire Service 0 ns 0 Fire Service (� -- --- m Number Fire Service Personnel Used at Scene No.Eng.Cos.UsedTruck Cos.Used No.Other Vehicles Used No.Other Vehicles Officers [ Men Not Used p Equipment Involve In Ignition(i any) Form of Neat of Ignition t ri reui t, It Equipment Involved in Ignition Year Make Model Serial No. Voltage(if any) N/A N Type of Material Ignited Form of Material Ignited 'o 23 Gasoline 4 Act or Omission Extent of Flame Damage 1 Confined to object of origin .+ P Extent of Other Damage Flame Spread Factor—(if any) m 1 Confined to object of origin N/A Q Smoke Spread Factor(if any) Estimated Property Loss N/A 2 190-999 t2 Method of Extinguishment Number Streams 1'/z" 3%-1" 2%z" Over 21/z" Feet of Ladders 4 Private Portable Fire EXT J 0 0 0 0 0 CO *List name,age sex and description of injury for Officer in Charge-(Name Position,Assignment) a V each casualty on Form 901G. S /r/ ' > r Initialed Endorsements em er aki Report(If Different from Above) Date �+ FIXCheck Box if Remarks are Made on Reverse Side What Factors Helped Limit Casualties or Fire Spread 0 C Enclosures,Fire Doors,Fire Extinguishing System,Good Access,Good Housekeeping,etc. O r^ What Factors Extended Casualties or Fire Spread: Poor Hydrant Spacing, Lack of Fire Extinguishing System, High Piled Stock r7 -- - --- — — ' r Improper Flammable Liquid Storage,Lack of Cutoffs,Scant Water Supply, Non-Fire-Stopped Walls, Open Stairs,Open Shaft, Weather,etc. 3 0C o This Form is for use with NFPA 901AM "Field Incident Manual." The line reference letters refer to 901AM. Complete information on the National Fire Reporting System is available in NFPA Standard 901. Additional details can be collected on the reverse side or on additional forms. NATIONAL FIRE PROTECTION ASSOCIATION 470 Atlantic Avenue, Boston, MA 02210 100M-4.74•FP Printed in U.S.A. s, The fire was out on arrival, a lady back her car into a f' N gas pump and tip it over. No damages to the auto. a There was some damage to the gas pump. T z IIN FALLS FIRE DEPARTMENT INSPECTION REPORT Name of Business er-n .6-:5 A Address _.ja 2 17.._...l�eri Ue�. 1��Business `hone T Name, home address and home telephone number of: Owner. ter. Lessee Manager MawALLed Q&ea 122 Name, home address and home telephone number of other persons having key to building. Occupancy Type of bldg./,'� ,p�� ., Number of stories ��.. Basement ,.---®— Roof cover Attic, access to Vertical openings, enclosed or open: Stairways � Light wells --- Elevator shafts ----- Other shafts �.�-- Elevator pit Condition of bldg. 4X 42 Interior fire protection Automatic sprinkler Valve location Siamese connection Standpipes & hose -- ei Fire extinguishers Date tested /�� Fire alarm Date tested •. Fire doors ----- Operating condition -- --- Fusible links ----- If not automatic, are they kept closed •---- Heating system: Kind U r—j Fuel used j2 Furnace room enclosed or open �,dft A.SA Condition of unit Location of main electrical panel Z g!M 492 Wiring/ _Extension cords ,. ^� TWIN FALLS FIRE DEPARTMENT INSPECTION REPORT CONTINUED Gas meter location a Outside shut off f �a fio�• Egress facilities: Stairways Exit doors 0 4 Exit lights _.._..- Fire escapes -- Condition Location Flammable liquids used or stored within the bldg. Special hazards: Type of adjacent bldgs. Dates of past fires in building and approximate damage Distance from closest hydrant Distance from fire station Remarks: Date of inspection .r-- '-.*...�r_�' INSPECTOR 'r CITY.OF°TWIN FALLS Elmer wt Permit and AW#wtion for n Applioatio is hereby made for a permit to install,alter or vepair the electrical des bed claw iublect, to the regulations provided by ordinance and for'•the' :thereof . .f Add"w. i Sexvices _ _._._ ioners_° Air Condit - $--------- $ Disposal _-- Flood Disp .. '�. _ _ _ . sump Pump �.... $ Heaters $_ -- ------ Gas Tubing I{ Furnami $--------- Water Heaters - $__ Neon.sigh Light Fixtures sign outlet #� Commercial - ----- ----------------------- - -- r--- - - -- ----- - - - -- iOW - ----- ---�- -- -- WWAT j • - _ -- __ M Susj=TO THE APPROVAL - -- OF'PIPE CTRICAI.INSPRCTOR' Gtav'`? t ACE PAIN ENO . � 1 CITY OF TWIN FALLS • Applicationr I Electrical Permit and_ - for !n� ion M. Application is hereby made for a permit to install, alter or repair the electrical work dee�'below subject: to;the regulations provided by ordinance and for the inspection thereof. ,.. Impift Owner Addressopa G a Services - .. _ $------_--- Air Conditioners - $---------- - Flood°Lightct k _ Ranges - - $-- ---- Disposal - - - �--- Tubing ------ s Nesters - - - - �-------�--�- Outlets - Gas 'Furnace - - $-- ------ Water.Beaters Gas Pumps - _M�-�_ Light Fixtures - - $--� �..... Sign Outlet $ _ $--=------- C Inercial - - ltals --w---------- ------------ --------- - 1Vliscellaneous _ __ -_--- --------- --------- _ - _ r pplipan ,_� - --- 180M SUBJECT TO'TM "PROVAL —_------ - -- i QB'i'3�'E'P��IERICAL TNSPECTOIi --- 71M".M MR4 AUK PV*. 4M 8.79 CITY OF TWIN FALLS 16 Y MIRI, �f Pwmit and Application For Inspection 0 197 ApphcdWn is hereby made for a permit to install, alter or repair the wvork deeded below subject to the aregukdons provided by omdi ce*ad for the inspection them. ownw ,...•" ' f". � ,.' 1' y j a �' Addrw � _ f dR Vf'' �IL'YSa^"b 'r....,.------- Disposal - - - 4---_-,..— Sump n mps - - ;----------- Outlets - - ---------- Heaters - $e—.,e.,..,..d.,. Gas Tubing ice - - - ;--------- 'Water Heaters - - NeonSuns Gas Pump, . . - JLrrrww_W- y` 6"�M� Sip- - � Outlet ---------- Dryer - - - - ----- der - - t- $ m6ft" ..-r_.,_,.-r,.../------------ ----^------- -----.--------_-_.�._- Mlsc enanem d W -4 b !,:— __—_w i..__—_u— 7 tu}. q��py� - ..----- TOTAL FM - 1SSM C7UMB 6'0 T-i��fi'+S'4�VAL ._�-e..s�w..+r.�w. �{,%,_.' ,_w '�+ '-- -e.-- .n....xn..----__---- . �q Ci w Of 1WI 197 Application is Eby ttade Y to' alter tsr repair the el l work wed below subj tbs regulations provided by oriluance and for �� . Fropoliv 0WW •;,.. .. $----------- Aar Flood Lights - - - $Rag" -_ --M--- - $ _ - $ --- - Sump oudeta Heaters - - Gas Ubbg - - - -- --- - : FUMSoe - .$__-------- Water Beaters $--------- Neon - _ - s - Light Fixtures - - -- _ Sign Outlet - Dryer _ - - - - --_-_...___ commercial Motors ----- __ ---- . ---- .. ^7� ._ ----------- -- ---------- _"" Miscellaneous _-- - --- ^- __ -----_ - � � -�Applicant --- r-------------- y..».,"- T TAL FM $--,'Yf - ISSIED ------- OF SUS TO T IE APFROVAG. - -- -� - THE ELECTIUCAL 'INSPECTOR �+ , MT ozME TIM68-N6W8-AC6 PTO. CITY Of Wilk,IAL `a doomiboa anger or iq Wow WN to �• k ,.'.t �/� ^� "° ' ? a +i� ? *,dl ';Y Lt p@! d ,f ° - p irvim u +rw.w'+ wrFrwwwrIT Al W own r, 5 :• r +1 r&r'd. w..rxr.rDivoulJI r J' .wn...�..i.w.r+. y7 w'' r � _ _ .;r•r �Yl"1rYW�wF� M ♦ .i�Mw+�rwrwOM+iiA� Y w1 Y r rYu._ M sn Furnace, ��.. 'may♦. j rrrnw9e� N f _��-�M M 'F iF' � �,�wi.____ _r (i�. SOU Gas pmp 'e r r rrr,..,w r am. 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TWIN TAL low 'r 4 r N+ ` 'cixon i forest&o cause" s pfcm as ce a gas iod ,a Tsue I�igalOttS'TeC�TITe b, ih�+D'S� Iospecto r y 6o s be r ed � � �e e�i�a a� �,' exc"Usivc � a ►s; Sn a6"1oga eft a .. IVA e ..ots it d �9R cmem T3 � �_.-' Fi �"w .Y! � �^'�T'� '•Jl'4 s�+l l t' YWsi••:.s t �• � ..r•WST�—�+�V!!r• R&�tEt #t rAcg+B $ counter sppI ant $ reil�r ped aauTets .. .�_.�.. . oYe _ Ref4eratc w * -;- �,- _ --- --* - ' S >•w�H� fJ �.�r� se•YN �1rn�� � S'� Y.�,M�.�,�'.' � F�'. a l K..c}c•..e_.k�mob..n_.._,.�1�TJ 4b..4:y talb��..uS.ai.�.�• �a'����y��'4wk i.Q..0 t�v.ti...a.c�...Y..uv..a_ .. -.yr 3:.a:��..cSua Y��'�:.. _iwa..wuu•. ...L .,.w...a� C CC PA►N lNS C'TIQN RECOR . NAMR OF OUSIN98 DATE DATE iNOPlCTQI! '1M8PffiCTtb IVEl1U14R Q�CfyMPFiHINT C YItfRA71tNV ARl1ft�4' CD8 9' July. 73 CDH 21 'Nov 73 CDR 19. June 74 Dec 74 CDT;. . 7�5' CDR 4 Nov'.75 AIR - .2-19�f�. RLtA1DF.�1 FARE xN,. 9/7/19:76 - ` . T r „ ` I )� S �Y.: n14T8IV ILIA loo ��i�ai'1�8 n illb! ��*1� F L.mt i1p,L331r�NT - -- _ , -i . - fi IRE PREVENTION � REAU INSPECTION RECOMAPDATIONS TWO FALLS FIRE DEPARTMENT ADDRESS ,- NO. Ext, guishers eC Filled Class. Dry emi.cal Water CO2 General Housekeeping Exit blocked Exit locked Exit lights Stock Above sprinkler heads Sprinkler riser blocked Stock around furnace area Fire Department cap needs replaced Metal safety can for rags Electric RF.MA M: < y; v -/' - ' fi 'i e Proposed call back date: Inspected by and date: ✓1 Recommendations received by: G '/ ��zi b► S�a p�a2 r/s �i� {��1�Sho ab'zr►ib� � :-t tv a(\anY1 - l U/ss 0-7� 42(vJ. OOJ 3 7ocl QddANd-LC" 3N Jlt'71 JISS"2 Snop2iv-zv� , S.1b►i C I p a G G f 2 a E B 9 „ 13 'E — FFDI-i FAX N0. Dec. 09 2011 03:32PIl P 2 engineers &designers 12o North Curt',s Road, Boise.Id. 03706 TeL (208)-376-8555 Email: bticnbom@fihPrpipe.net December 9, 2015 Alan: Mr. Robert L. Franklin UNITED OIL 220 Eastland Drive South Twin Falls, ID 83301 And Mr. Mike Tierney, Manager LEONARD PETROLEUM EQUIPMENT 1859 Highland Avenue East Twin Falls, ID 83303 Re: united Oil Site Improvements—Exterior Light Pole 322 W. Addison Avenue Twin Falls,ID 3N: 2015-01.1 To Whom it May Concern: Based on our conversation and discussion, I understand that the above described exterior light pole footing was constructed and installed in accordance with the detail drawing dated and stamped by me on 12/7/2015. Sincerely q ` J 1 f / s7 Brent A. ClaiboMr