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2012, 08-21 Plan Review Summary: BLD-2012-0941 StorageCommercial /Multi - Family Plan Review Summary Permit Center Out- Processing Information SMART Gov Project #: BLD- 2012 -0941 Project Name: Storage Structure (Freestanding not attached to existing) Phased Submittal: Yes X No Site Address: 12509 E. Mission Project Description: 7 Tenants storage structures and 12 carport storage spaces. Manual Valuation: Yes No Valuation: Use cost per square foot factor, For Type IIB Construction- see areas Occupancy Group: Group `S -1' Type of Construction: IIB Floor Area: Enclosed portion 64.66' x 20.66= 1,336 sq. ft. Other floors (specify each floor sq. ft.): Open parking carport 109.33 x 20.66 =2266 s.f. Conditions on Permit (list): High Piled storage, 1. Pre - construction Meeting Required ❑ Yes X No 2. Special Inspections Required: X Yes No 3. Other Technical Information Code(s) used for review: 2009 Building Codes as adopted by Washington State Occupancy Reviewed as: ❑ Single Occupancy Separated Non - separated Phased Submittal: Yes X No Occupant load (OL) 1st Floor: Approx 16 x 64 = 1024/300 =4 other floors (specify each floor occ. load): Assembly Only (OL for room and room location (each assembly room): NREC Provided: X Envelope X Mechanical X Electrical /Lighting Building Envelope Design (HB1848): ❑ Provided x Not required Plan Reviewer: Ken Jeffrey File Location: Revised: February 12, 2010 Date: 8/21/12 Page 1 of 1 Michael Spuler From: Sent: To: Subject: Attachments: Jennifer Felice [cuttingedgemasonryllc @yahoo.com] Monday, August 13, 2012 1:51 PM Michael Spuler Fw: CMU Fire Resistance CMFireRes0205.pdf Hi Mike - here is the information from our supplier regarding the 4" block. He said that the information is found in table 1 and 2. Thanks! Jennifer Cutting Edge Masonry, LLC - -- On Mon, 8/13/12, Derek R. Jones < blockhead Awhiteblockcompanv.com> wrote: From: Derek R. Jones < blockhead @vhiteblockcompany.com> Subject: CMU Fire Resistance To: " "Terry Felice "" < cuttingedgemasonryllc @yahoo.com> Date: Monday, August 13, 2012, 8:50 PM Hi Jennifer, Attached is the info for Fire Resistant CMU. For a 1 Hour Fire Rating using our typical NW CMU Mix Design, the equivalent solid thickness of the block has to be 2.52 ". The 4" block will give you a 1 hour rating of as long as the cores of the block are at least partially filled, at least one cell filled. The equivalent thickness would be 2.7 ". Or if the cores are completely filled, it will give a 3.6" equivalent thickness. The material used to fill the cores can be grout, concrete mix or perilite insulation. It has to be a non- combustible material. If you have any questions, please give me a call. Thanks, Derek R Jones White Block Company, Inc Ph: 509 -534 -0651 Fax: 509 -534 -0654 www.whiteblockcompany.com 1 Project # — 20IZ - -49gi RECEIVED AUG 2 0 2012 CSV PFRMI`! CENTER SUB #I ' r_ TEK NOTE February 2005 Concrete Masonry Fire Resistance Concrete masonry is a noncombustible construction material possessing excellent fire - resistive properties. The resistance of concrete masonry to fire is well established by extensive testing to be a function of the type of aggregate used in the manufacture of the masonry units and their equivalent thickness. The rated fire - resistive periods for block walls can be determined by knowing this information and complying with Table 720.1(2), item number 3 of the International Building Code (IBC)(ref. 1). The equivalent thickness of concrete masonry assemblies, TEA, shall be computed as the sum of the equivalent thickness (average solid thickness as shown in Figure 1) of the concrete masonry unit, TE, plus the equivalent thickness of finishes, TEF, per Equation 1. TEA = TE + TEF TE = V /LH where: (Equation 1) V = net volume of masonry unit, in.3 (per ASTM C- 140)(ref. 2) L = specified length of masonry unit, in. H = specified height of masonry unit, in. Equivalent thickness values for standard concrete block are shown in Table 1. Individual block manufacturers may have higher values based on a greater percentage of solids. Figure 1. Concrete masonry unit equivalent thickness If this hollow unit is 53% solid, the equivalent thickness (TE) is 4.04 inches. 8- He cum Lira j a` :.didI V.-120140 i = D.53 5} = 414 Is, Concrete masonry units (CMU) are commonly manufactured with a combination or blend of aggregate types. The International Building Code covers this condition by reference to standard TMS 216 (ref. 5). The minimum equivalent thickness value required for a desired fire rating can be determined by interpolating between requirements for different aggregate types in proportion to the percentage by volume of each aggregate used in manufacture. For example, for a standard block manufactured in the Northwest, which is approximately a 60/40 percentage blend of gravel and pumice aggregates, the required equivalent thickness values to achieve various fire ratings are shown in Table 2. Table block 'Cells aggregate requirements. 1. Equivalent thickness (in.) for standard concrete widths or 4) Nominal Block Width (in.) Block Cell Treatment 2.52 3.80 Solid Fill Cells' Partial Fill Cells 4 2.7 3.6 6 3.1 5.6 8 4.0 7.6 10 5.0 9.6 12 5.7 11.6 can be filled w'th grout, loose -fill insulation, meeting ASTM C -33 (ref. 3) or C -331 (ref. Table 2. Minimum equivalent thickness required (in.) for standard northwest block Fire Rating 1 Hr. 2Hr. 3Hr. 4Hr. 2.52 3.80 4.78 5.60 Table 3. Fire- resistance ratings of concrete masonry walls' Nominal Block Width (in.) Block Cell Treatment Partial Fill Cells Solid Fill Cells2 4 1 hour 1 hour 6 1 hour 4 hours3 8 2 hours 4 hours 10 3 hours 4 hours 12 4 hours3 4 hours 'Based upon a standard 60/40 blend of gravel and pumice aggregates in the concrete block mix. 2Cells can be filled with grout, loose -fill insulation, or aggregate meeting ASTM C -33 or C -331 requirements. 31f the aggregate blend is changed to 70/30 to produce a denser architectural unit, the fire rating is decreased to three hours. Application of the information in Tables 1 and 2 results in the listing of concrete masonry wall fire ratings in Table 3. Fire - Resistance Rating Increases /Decreases Finishes on concrete masonry walls can increase the fire - resistance rating. If wall finishes are used see IBC Section 721.3.2. Contributions of plaster or gypsum wallboard shall be determined from IBC Tables 721.2.1.4(1) and 721.2.1.4(2). Additional masonry wythes can also increase the fire - resistance rating of wall assemblies. Equation 7 -7 of IBC section 721.3.3 addresses multi -wythe masonry walls. If the specified CMU density is increased, the proportions of blended aggregates will vary from the 60/40 percentage example used in Tables 2 and 3. There will be more heavy weight aggregate and less lightweight aggregate in the concrete mix and some ratings may decrease (see footnote 3 in Table 3 above). Fire Resistance Testing It is important to remember that the term "fire- resistance rating" is a legal term utilized by building codes to regulate building construction. While the ratings are based upon a standard fire test exposure, assemblies having the same rating, but constructed with different materials, often perform quite differently. Fire - resistance rated wall assemblies are commonly evaluated using ASTM Standard E -119 (ref. 6). The standard is used to Figure 2. Control joints for fire resistant concrete masonry assemblies (1/2 in. maximum control joint width) C1Fr EQLFi.T74y LP 1t AND nn ImPE. 2 IC4P. LE MALTV4U CV.w>L FT! ER r4 u.FCr • j. FOR MD= LT TO JVG, OTO.1101/Z s M_LtH rAPAITIUV L. #'.LT EC10 FEN,ER CA AO:1 i4LT cc,hlltta m -- — Fin phj 51Cr OP T1:, li.Ii :AXIAL 745d:4l •4L determine the wall's hourly fire rating and to indicate its expected durability during a fire. A wall tested according to E -119 undergoes both fire exposure and water hose - stream testing. The hose - stream test provides a meaningful measure of durability during a fire. It provides an indication of how well the wall can endure fire exposure as well as falling debris, pressure waves due to explosions, actual fire hose - streams and other rough usage that often occurs during a real fire, which can never be truly replicated in a laboratory test. According to ASTM E -119, the hose - stream exposure test may be performed in one of two ways. The basic test, typically used for frame wall construction, permits the use of two identical assemblies. The first one is subjected to the fire exposure test to determine its hourly fire- resistance rating. The second specimen is subjected to the fire exposure test for only one half the recorded rating period (but not for more than one hour). The second assembly is then removed and hose - stream tested. The more rigorous optional E -119 test method is commonly used for concrete masonry assemblies. This second test method allows the hose - stream to be applied to the same specimen that has undergone the full fire exposure test. By including both hose - stream test procedures, ASTM E -119 includes two distinct levels of durability performance. Clearly, application of the hose stream to a specimen that has undergone the full fire - exposure test is more rigorous and indicates a high level of durability. In a real building fire, a wall assembly doesn't get a second chance to perform. In typical code applications, however, no distinction is made between the two tests and, as a result, assemblies that pass the duplicate specimen test are assumed to have the same "durability rating" as those passing the more rigorous optional test method. This is an erroneous assumption (see Fig. 3). Control Joints Movement control joints in fire rated wall assemblies should also be rated. Figure 2 shows the types of control joints available in accordance with standard TMS 216 to maintain the fire - resistance rating of the wall in which they are constructed. Figure 3. By virtue of duplicate test specimen provi- sions in ASTM E119 - these are both 2 -hour rated walls. Improving Fire Safety Hourly fire ratings alone do not adequately address structural performance and durability under real world fire conditions. This means that some "rated" walls may not be able to provide the level of fire safety expected. However, concrete masonry's inherent non - combustibility coupled with excellent strength and durability combine to provide fire rated walls whose performance is exceptional. Masonry walls offer the following fire safety benefits: • Protect building egress • Prevent fire - spread within a building and to adjacent buildings • Maintain the structural integrity of bearing walls • Provide firefighter protection Building owners and designers should consider the advantages offered by durable, noncombustible concrete masonry wall systems over other systems having equivalent fire - resistance ratings. The added protection provided to both life and property should not be overlooked. To provide the best fire protection for occupants and the greatest opportunity to escape, the masonry industry recommends that building codes require a balanced design approach comprised of three key elements: fire detection, suppression, and containment by compartmentation. Fire detection includes the installation of smoke detectors and fire alarms; active fire suppression includes the use of sprinkler systems; and fire containment includes interior firewalls, and exterior walls built of noncombustible fire - resistant materials such as concrete masonry. Concrete masonry construction can contain the spread of fire while not emitting toxic gases or smoke, allowing precious additional time for building occupants to exit. Unfortunately, building and fire codes have strayed significantly from this balanced design approach to fire safety. Codes often except (trade- off) the requirements to use noncombustible construction when certain fire sprinkler requirements are met. Today's building code officials should be encouraged to develop code provisions that provide an improved level of redundancy for life safety and property protection and to eliminate sprinkler trade -offs. Owners and designers should be aware of the benefits of balanced design. Consider the reliability of protection from only individual fire - safety components versus the redundancy provided by the complementary features of the balanced - design system. For example, in the event the sprinkler systems fails to properly operate during a fire, the built -in protection offered by concrete masonry fire- separation walls will help contain the fire until it can be controlled. Along with this built -in fire protection, concrete masonry provides property protection, and ensures building stability to allow occupants to safely exit. Without this level of protection, safety can be jeopardized. References 1. International Building Code. International Code Council, Inc., 2003. 2. Sampling and Testing Concrete Masonry Units, ASTM C- 140 -03. American Society for Testing and Materials, 2003. 3. Standard Specification for Concrete Aggregates, ASTM C- 33 -03. American Society for Testing and Materials, 2003. 4. Lightweight Aggregates for Concrete Masonry Units, ASTM C- 331 -04. American Society for Testing and Materials, 2004. 5. Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, ANSI/ ACI 216.1 -97, TMS 0216 -97. American Concrete Institute/ The Masonry Society, 1997. 6. Fire Tests of Building Construction and Materials, ASTM E- 119 -00a. American Society for Testing and Materials, 2000. Wildfire blackened the landscape surrounding this residence, but the concrete masonry walls were unharmed. (Photo courtesy of Concrete Masonry Association of California /Nevada) For further information on how to put concrete masonry to work for you contact: Basalite Concrete Products, LLC DuPont, WA (253) 964 -5000 Portland, OR (503) 285 -4557 Meridian, ID (208) 888 -4050 Central Pre -Mix Concrete Products Co. Spokane, WA Kent, WA (509) 926 -8235 (253) 872 -9466 Eastside Masonry Products Redmond, WA (425) 868 -0303 Mutual Materials Co. Bellevue, WA Tualatin, OR Spokane, WA (425) 452 -2300 (503) 624 -8860 (509) 922 -4100 Western Materials Yakima, WA Pasco, WA Wenatchee, WA (509) 575 -3000 (509) 547 -3301 (509) 662 -1181 White Block Co. Spokane, WA (509) 534 -0651 Willamette Graystone, Inc. Eugene, OR (541) 726 -7666 Bend, OR (541) 388 -3811 Salem, OR (503) 585 -5234 Northwest Concrete Masonry Association 19109 36th Avenue West, Suite 211 Lynnwood, WA 98036 -5767 (425) 697 -5298 www.nwcma.org © Copyright 2005 Northwest Concrete Masonry Association. All rights reserved. No part of this publication may be reproduced in any way without the express consent of the Northwest Concrete Masonry Association. Every effort has been made to ensure that this document is complete and correct. However, the Northwest Concrete Masonry Association assumes no responsibility for the accuracy or completeness of this document. Page 1 of Open to the Public Monday - Friday 7 :00AM - 5:00PM dasonry uthuad Stone re Cast re Cast W ndow Wells etaining Walls & ence Products avr,krs urgent Projects eaters ite's Block Talk o it Yourself incl A Contractor dustry Links ontact Us Co.,Inc. Ma-soniy - Shape Sheets Home Links Contact _ ecko Starc]aoo Mock Pap Previous Sheet I Next Sheet oi-11 Plr11 T • �7 - ` } y�1i1v . -fir r; �gl�+� ,ifs ,� 7y } rr M • Starter Block 6x6x16 8x6x16 Sp, C Square End also Available Closed Bottom BB 4x8x16 6x8x16 8x8x16 10x8x1612x8x16 Sp, C High Lintel Pier End 6x16x8 8x16x8 10x16x8 12x16x8 Sp, C Square End also Available Low Lintel Square End 6x8x8 8x8x8 10x8x812x8xf Sp, C Pier End also Available a L .rs v- , <<. Solid Cap 8x2x16 Gray, Red, Black Sp, C Solid Cap 8x3x16 Sp Solid Cap 8x4x16 Sp, C Solid Trailer Pad 17x4x17 C .e- , . - .i'- { j•F , ._._ t lie S i p Solid Cap 12x2 - 3/8x12 Gray, Red C Solid Cap 12x2 - 3/8x24 C Solid 3/4 Block 4x8x12 or 8x4x12 Solid Cap Sp, C Solid 1/4 Block 8x8x4 or 8x4x8 Solid Cap Sp, C Square End also Available oi-11 Plr11 Jun 26. 2012 10:01AM SPOKANE CLEAN AIR No, 1076 P. 4 Spokane Regional 4�, Clean Airency Spokane Regional Clean Air Agency Signs Off On This Project. Date: June 26. 2012 To: City of Spokane Valley Community Development Department 11707.E; Sprague, Suite 106 Spokane Valley,PA 99206 From: April Westby, Air Quality Engineer RE: SPOKANE REGIONAL CLEAN AIR AGENCY REQUIREMENTS FOR: File No. BLD- 2012 -0941 Proponent / Project Name: RAMEY CONSTRUCTION, 1050 SF STORAGE BLDG, 300 SF CANOPY AND 2600 SF COVERED PARKING 12509 E. MISSION Comments on Pre - Application Transmittal on 6/21/2012 The following is a list of concerns /issues that may need to be addressed for this project as determined from information received by this office. The list is provided as a brief summary of general requirements and does not relieve the proponent from meeting all local, state, and /or federal regulations. For additional information or clarification, contact Spokane Clean Air at (509) 477 -4727. Copies of Spokane Clean Air regulations are available for purchase in our office or can be viewed and downloaded from http: //www_spokanecleanair.o _g_ Construction related requirements • Dust emissions during demolition, construction and excavation projects must be controlled. This may require the use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. • Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. • Debris generated as a result of this project must be disposed of by means other than burning. ▪ Spokane Clean Air strongly recommends that all traveled surfaces (i.e. ingress, egress, parking areas, access roads, etc.) be paved and kept clean to minimize dust emissions. • If objectionable odors result from this project, effective control apparatus and measures must be taken to reduce odors to a minimum. • Special attention should be given to proper maintenance of diesel powered construction equipment to reduce the impact of diesel exhaust, a suspected carcinogen. Additional requirements • A Notice of Construction and Application for Approval is required to be submitted and approved by Spokane Clean Air prior to the construction, installation, or establishment of an air pollution source. This includes emergency generators rated at 500 hp (375 kW) or higher, natural gas heating equipment units rated at 4 MMBTU /hr or higher (input), and heating equipment units fired with other fuels (e.g. diesel) rated at 1 MMBTU/hr (input) or higher, Contact Spokane Clean Air for a Notice of Construction application. • A Notice of Intent must be submitted to Spokane Clean Air prior to any demolition project or asbestos project. An asbestos survey must be done by an AHERA accredited building inspector prior to the demolition or renovation of buildings to determine if asbestos - containing material is present at the site. Contact Spokane Clean Air for a Notice of Intent application. Received Time Jun. 26. 2012 9:44AM No. 8398 S; \SEPA \GENE` -RAL COMMENTS FORM- Orignal- spare#1.doc Heather Morris From: Urhausen, Billy [BUrhausen @spokanecounty.org] Sent: Thursday, July 26, 2012 5:08 PM To: Permit Center Cc: Mike Turbak; Mick Bondurant; Jon Hester Subject: RE: SPOKANE VALLEY PROJECTS PENDING REVIEW From: Jenna Davis [maiito :jdavis @s pokanevai.lev.orq] On Behalf Of Permit Center Sent: Monday, July 16, 2012 11:02 AM To: Permit Center; Urhausen, Billy Cc: Mike Turbak; Mick Bondurant; Jon Hester Subject: RE: SPOKANE VALLEY PROJECTS PENDING REVIEW One more: Application #: BLD -2L} 2 -0'o 66 Status: COMPLETE Contact: DIXON & ASSOCIATES Type: BLD -CO MM Project: £v1 VEhIK GAS,/CONVEN ±ENCE STORE Contractor: R & 0 CONSTRUCTION COMPANY This Project is good to go. Billy Jenna Davis, CPT permit Specialist City of Spokane valley 11703 11 Spraeue Ave Si C -3 Spokane Valley, Wa 3120C (i1X )720 -531X idavis@spicka From: Jenna Davis On Behalf Of Permit Center Sent: Monday, July 16, 2012 9:00 AM To: 'burhausen @SpokaneCounty.org' Cc: Permit Center; Mike Turbak; Mick Bondurant; Jon Hester Subject: SPOKANE VALLEY PROJECTS PENDING REVIEW Hey Billy, We have some projects that we do not have a sign off for from your agency, could you take a look and let us know on these projects? Cancer care Northwest, Ok to go. Main Medical Bldg, Need sewer plan and estimated domestic h2o usage 12509 E. Mission. Ok to go. 13920 E. Mission. Need sewer plan and estimated domestic h20 usage. BLO -2012- CANCER CARE NW - VALLEY 1204 N VERCLERR 1007 TREATMENT CENTER RD BLD -2012- 0733 BL© -2012- 0941 BLO -2012- 1028 Main Medical Office Building OGLE ENTERPRISES OGLE ENTERPRISES BLL7- 2012 - SHELL ONLY RETAIL t 13920 E 1088 INDIANA Thanks Billy! 12104 E MAIN AVE 12509 E MISSION AVE 12509 E MISSION AVE 13920 E INDIANA AVE We ned Ia /8 g CD LI Men-Er-ad NiDe'cnaH ; Co y gsfp IoNfID VE_0® V 17/ D33 Ei 5ffxrancire r--1 ® 5= CAB -3 5[JTJ e�lnf Vcr1 -_evg Wa MO RD Maw- -(05DothanevailElev.eri-0 2 SPOKANE COUNTY UTILITIES SPOKANE COUNTY UTILITIES SPOIfANE COUNTY UTILITIES SPOKANE COUNTY UTILITIES SPOKANE COUNTY UTILITIES PEN{ PENT PENI PENT PENT Th.\\ j�alley° Project Name Project Address Spokane Valley Project No. Parcel Number Project Engineer Project Applicant Applicant Billing Address Pre - Application Date & Time Commercial Development Permit Application Submittal Requirements Commercial / Industrial / Multi - Family New Buildings or Additions NEW STORAGE, CANOPY AND COVERED PARKING 12509 E MISSION AVE PRE -COMM- 2012 -0014 45103.0258 Phone: SOUTH HENRY STUDIOS Phone: 509- 714 -6301 3421 S HENRY RD, SPOKANE VALLEY, WA 99016 CHECKLIST ONLY DUE 4/11/12 IMPORTANT NOTE: To submit a commercial permit application, all documents indicated below as "Required" (box under R is initialled) must be provided to the Permit Center at 11703 E Sprague, Suite B -3. Applicants submitting a complete application will receive a Target Date sheet with information regarding review comment timelines. We are sorry for any inconvenience but applications missing required documents cannot be accepted. S = Submitted R = Required D = Deferred NR = Not Required BUILDING DIVISION PACKAGE TO INCLUDE: STAFF D NR PLANNING DIVISION PACKAGE TO INCLUDE In MIN STAFF R D NR Mil BD -03 V -1 Item Description Item Description 3 Copies of landscape plans 2 Complete sets of working drawings including one (1) copy of civil plans ,3 0 c, (3, i k, a 2 Sets of stamped structural calculations 1 Copy of environmental checklist w / an attached 8 1/2" X 11" site plan 2 Sets of stamped soils report or approved by engineer / architect letter ciz Q Lk rkd el r 1....; Ae, ( J ‘u s -F- vne__ Ici-- 2 Copies of NREC calculations 1 Copy of testing laboratory designation letter 1 Copy of stamped HB 1848 weather protection PLANNING DIVISION PACKAGE TO INCLUDE In MIN STAFF R D NR Mil BD -03 V -1 Page 1 of 2 Item Description 1 Copy of grading plan 3 Copies of landscape plans 1 Copy of floor plan(s) 1 Copy of exterior photometric lighting plan (include specification of typical fixtures) 1 Copy of building elevations 1 Copy of environmental checklist w / an attached 8 1/2" X 11" site plan 1 Copy of critical materials list ciz Q Lk rkd el r 1....; Ae, ( J ‘u s -F- vne__ Ici-- Page 1 of 2 ENGINEERING DIVISION PACKAGE TO INCLUDE: FIRE DISTRICT 1 PACKAGE TO INCLUDE: STAFF NR T TFF Tt� T)-1 TH TI1 TA- Item Description 1 Set of Civil Plans (Prepared and Stamped by a Washington licensed Professional Engineer) - 24" x 36" only 1 Copy of Drainage Report (Prepared and Stamped by a Washington licensed Professional Engineer 1 Copy of Erosion and Sediment Constrol Plan (Prepared and Stamped by a Washington licensed Professional Engineer) 1 Copy of Landscape Plan - Specifically for Swale and Drainage 1 Trip Distribution and Generation Letter (Prepared and Stamped by a Washington licensed Professional Traffic Engineer) Exit signs and Emergency Lighting FIRE DISTRICT 1 PACKAGE TO INCLUDE: STAFF NR T TFF Tt� T)-1 TH TI1 TA- PERMIT CENTER PACKAGE TO INCLUDE: STAFF ICS WV MIN= IIEMEN MI =MIMI MGM Item Description 1 Copy of Site and Civil plan to include: Site water lines and Fire Hydrants Fire Suppression equipment (PIV, FDC, vault) 1 Copy of Floor Plan and Reflected Ceiling/Lighting Plan to include: Fire Extinguisher locations Exit signs and Emergency Lighting Fire Alarm panel & annunciator location Sprinkler riser room location 1 Copy of Fire Alarm Plan to include: Location of initiating devices Location of annunciating devices 1 Copy of Fire Suppression Plan to include: Below Ground Fire Suppression system Above Ground Fire Suppression system 1 Copy of Hazardous Materials List Fire Flow Availability on Site (pump data/hydrant tests) PERMIT CENTER PACKAGE TO INCLUDE: STAFF ICS WV MIN= IIEMEN MI =MIMI MGM Representative initials received Date initialed COMMENTS PROVIDED AT THIS COMMERCIAL PRE - APPLICATION MEETING WILL EXPIRE 12 MONTHS FROM MEETING DATE ON: 41 DATE COUNTER COMPLETE: RECEIVED BY: Items Descriptions 9 Copies of Site Plans Multi Family or Commercial Construction Permit Application Plumbing Permit Application Mechanical Permit Application Land Disturbance Permit/Grading Approach Permit Application / Right of Way Permit Application Payment of Plan Review Fee Representative initials received Date initialed COMMENTS PROVIDED AT THIS COMMERCIAL PRE - APPLICATION MEETING WILL EXPIRE 12 MONTHS FROM MEETING DATE ON: 41 DATE COUNTER COMPLETE: RECEIVED BY: TARGET DATE ISSUED: TRANSMITTAL PROVIDED: BD -03 V -1 Page 2 of 2 *Wane Val Project Name Project Address Spokane Valley Project No. Parcel Number Project Engineer Project Applicant Applicant Billing Address Pre - Application Date & Time Commercial Development Permit Application Submittal Requirements Commercial / Industrial / Multi- Family New Buildings or Additions NEW STORAGE, CANOPY AND COVERED PARKING 12509 E MISSION AVE PRE -COMM- 2012 -0014 45103.0258 Phone: SOUTH HENRY STUDIOS Phone: 509- 714 -6301 3421 S HENRY RD, SPOKANE VALLEY, WA 99016 CHECKLIST ONLY DUE 4/11/12 IMPORTANT NOTE: To submit a commercial permit application, all documents indicated below as "Required" (box under R is initialled) must be provided to the Permit Center at 11703 E Sprague, Suite B -3. Applicants submitting a complete application will receive a Target Date sheet with information regarding review comment timelines. We are sorry for any inconvenience but applications missing required documents cannot be accepted. S = Submitted R = Required D = Deferred NR = Not Required BUILDING DIVISION PACKAGE TO INCLUDE: STAFF En FM = FAIN= MI KIM= v#m`i'a MI L I =IN u; MI EMu - NM= D NR PLANNING DIVISION PACKAGE TO INCLUDE - -M MEM v»m BD -03 V -1 Item Description 2 Complete sets of working drawings including one (1) copy of civil plans 2 Sets of stamped structural calculations 2 Sets of stamped soils report or approved by engineer / architect letter 2 Copies of NREC calculations 1 Copy of testing laboratory designation letter 1 Copy of stamped HB 1848 weather protection �- 1 Copy of critical materials list 0 Lk_ r4 r L-. A.e., Cl.j 'CAS 1-- itYk-e_i ' PLANNING DIVISION PACKAGE TO INCLUDE - -M MEM v»m BD -03 V -1 Page 1 of 2 Item Description 1 Copy of grading plan 3 Copies of landscape plans 1 Copy of floor plan(s) 1 Copy of exterior photometric lighting plan (include specification of typical fixtures) 1 Copy of building elevations 1 Copy of environmental checklist w / an attached 8 1/2" X 11" site plan 1 Copy of critical materials list 0 Lk_ r4 r L-. A.e., Cl.j 'CAS 1-- itYk-e_i ' Page 1 of 2 ENGINEERING DIVISION PACKAGE TO INCLUDE: STAFF S R D NR OVA MA► 41 AVIA FIRE DISTRICT 1 PACKAGE TO INCLUDE: STAFF S D NR tM� T►F Tl- T14 -n; TH T11 �1} TA- Item Description 1 Set of Civil Plans (Prepared and Stamped by a Washington licensed Professional Engineer) - 24" x 36" only 1 Copy of Drainage Report (Prepared and Stamped by a Washington licensed Professional Engineer 1 Copy of Erosion and Sediment Constrol Plan (Prepared and Stamped by a Washington licensed Professional Engineer) 1 Copy of Landscape Plan - Specifically for Swale and Drainage 1 Trip Distribution and Generation Letter (Prepared and Stamped by a Washington licensed Professional Traffic Engineer) Exit signs and Emergency Lighting FIRE DISTRICT 1 PACKAGE TO INCLUDE: STAFF S D NR tM� T►F Tl- T14 -n; TH T11 �1} TA- PERMIT CENTER PACKAGE TO INCLUDE: STAFF R D NR TN- MM Pio Item Description 1 Copy of Site and Civil plan to include: Site water lines and Fire Hydrants Fire Suppression equipment (PIV, FDC, vault) 1 Copy of Floor Plan and Reflected Ceiling/Lighting Plan to include: Fire Extinguisher locations Exit signs and Emergency Lighting Fire Alarm panel & annunciator location Sprinkler riser room location 1 Copy of Fire Alarm Plan to include: Location of initiating devices Location of annunciating devices 1 Copy of Fire Suppression Plan to include: Below Ground Fire Suppression system Above Ground Fire Suppression system 1 Copy of Hazardous Materials List Fire Flow Availability on Site (pump data/hydrant tests) PERMIT CENTER PACKAGE TO INCLUDE: STAFF R D NR TN- MM Pio Representative initials received Date initialed COMMENTS PROVIDED AT THIS COMMERCIAL PRE - APPLICATION MEETING WILL EXPIRE 12 MONTHS FROM MEETING DATE ON: LI — 1 i — 1 DATE COUNTER COMPLE'1'E;: RECEIVED BY: Items Descriptions 9 Copies of Site Plans Multi Family or Commercial Construction Permit Application Plumbing Permit Application Mechanical Permit Application Land Disturbance Permit/Grading Approach Permit Application / Right of Way Permit Application Payment of Plan Review Fee Representative initials received Date initialed COMMENTS PROVIDED AT THIS COMMERCIAL PRE - APPLICATION MEETING WILL EXPIRE 12 MONTHS FROM MEETING DATE ON: LI — 1 i — 1 DATE COUNTER COMPLE'1'E;: RECEIVED BY: TARGET DATE ISSUED: TRANSMITTAL PROVIDED: BD -03 V -1 Page 2 of 2