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Home My WebLink About2313 STATE ROUTE 530 NE_BLD1700_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 __. PHONE; (360)403-3551 BUILDING PERMIT Address:2313 State Route 530 Permit#:1700 Parcel#:31050800201100 Valuation:26000.00 OWNER APPLICANT CONTRACTOR Name:GTY-PACIFIC LEASING LLC Name:ACN Concepts,LLC Name:KDC Construction Address:TWO JERICHO PLAZA UNIT 110 Address:252 W Linden Avenue,#203 Address: 1442 E Lincoln Avenue,#334 WING C City,State Zip:JERICHO,NY 11753 City,State Zip:Burbank,CA 91502 City,State Zip:Orange,CA 92865 Phone: Phone:818-814-8215 Phone:714-632-6717 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI 10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci ttgtt?n#3101. 1 � rvla✓, (�-1�1-17 ��i;�� 113 S Print Name Date Released By Datef CONDITIONS Adhere to approved plans. Additional requirements: Call for inspection of all structural and installation of freezer box and roof tie-ins. Locate all underground utilities including the water line prior to any demolition and/digging. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/13/2017 Building Permit Fee $567.14 11/13/2017 Building Plan Review Fee $368.64 11/13/2017 Processing/Technology Fee $25.00 11/13/2017 State Building Code Surcharge Fee $4.50 Total Due: $965.28 Total Payment: $368.64 Balance Due: $596.64 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 , PHONE; (360) 403-3551 BUILDING PERMIT Address:2313 State Route 530 Permit#:1700 Parcel#:31050800201100 Valuation:26000.00 OWNER APPLICANT CONTRACTOR Name:GTY-PACIFIC LEASING LLC Name:ACN Concepts,LLC Name:KDC Construction Address:TWO JERICHO PLAZA UNIT 110 Address:252 W Linden Avenue,#203 Address: 1442 E Lincoln Avenue,#334 WING C City,State Zip:JERICHO,NY 11753 City,State Zip:Burbank,CA 91502 City,State Zip:Orange,CA 92865 Phone: Phone:818-814-8215 Phone:714-632-6717 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI 10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci 'ngton#3101. ,' 6�L rKaL, (1-m-o : l/ 13 l 17 S Print Name Date Released By Datc CONDITIONS Adhere to approved plans. Additional requirements: Call for inspection of all structural and installation of freezer box and roof tie-ins. Locate all underground utilities including the water line prior to any demolition and/digging. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION- PERMIT FEES Date Description Fee Amount 11/13/2017 Building Permit Fee $567.14 11/13/2017 Building Plan Review Fee $368.64 11/13/2017 Processing/Technology Fee $25.00 11/13/2017 State Building Code Surcharge Fee $4.50 Total Due: $965.28 Total Payment: $368 64 Balance Due: $596.64 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 11/13/2017 KDC CONSTRUCTION I fwmc kipanol (nnla( (Search L&I I A-'/incics f iclp M-,I'M Safety&Health Claims& Insurance Workplace Rights Trades&Licensing Washington State Department of Labor & Industries KDC CONSTRUCTION Owner or tradesperson 1442 E LINCOLN AVE,#334 CIRKS,KENNETH DEAN ORANGE,CA 92865 714-632-6717 Principals CIRKS,KENNETH DEAN,PRESIDENT CIRKS,KATHLEEN LYNN,SECRETARY REGAL ASSOCIATES INC,AGENT WA UBI No. Business type 602 958 364 Corporation Parent company CIRKS CONSTRUCTION INC License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor_ Active. Meets current requirements. License specialties GENERAL License no. KDCCOC*918PW Effective—expiration 10/15/2009-10/15/2019 Bond CBIC $12,000.00 Bond account no. CF0503 Received by L&I Effective date 10/15/2009 10/12/2009 Expiration date Until Canceled Insurance Travelers Property Cas Co of A $1,000,000.00 Policy no. vtc3ico9325bl 76ti117 Received by L&I Effective date 03/30/2017 04/01/2017 Expiration date 04/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve hftps://secure.ini.wa.gov/verify/Detaii.aspx?UBI=602958364&LIC=KDCCOC*918PW&SAW= 1/2 11/13/2017 KDC CONSTRUCTION L&I Tax debts No L&I tax debts are recorded for this co, :tor license during the previous 6 year period,but soi,.a debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp No active workers'comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=602958364&LIC=KDCCOC*918PW&SAW= 2/2 i Permit Information Date 10/19/2017 Permit Number 1700 Project Name My Goods Market Applicant Name ACN Concepts, LLC Applicant Address 252 W Linden Avenue,#203 City, State,Zip Burbank,CA 91502 Contact Alyse Stewart Phone 818-814-8215 Email astewart@acnconcepts.com Permit Type Tenant Improvement Site Address 2313 State Route 530 Valuation 26000.00 Status Applied Permit Issued Permit Expires Square Feet 2100 Type of Construction/Occupancy Load V-B Number of Stories 1 Proposed Use Convenience Store Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 31050800201100 2313 STATE ROUTE 530 NE GTY-PACIFIC LEASING LLC 553 Gasoline Service Stations Review Date Type Description Target Date Completed Date Assigned To Status 10/19/2017 Commercial T.I. 10/26/2017 Kevin Olander In Review 10/19/2017 Commercial T.I. 10/26/2017 PW Admin Rev In Review 10/19/2017 Commercial T.I. 10/26/2017 PW-Sew-Rev In Review 1 011 9/2 0 1 7 Commercial T I. 10/26/2017 PW-Wat-Rev In Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.00 $368.64 Total $368.64 Payments Date Paid By Amount Description Payment Type -Accepted B 10/19/2017 4Alyse Stewart 1 $368.64�6946727 �c Tota $368,6 Amount Outstanding.$0.00� Notes Date Note 10/19/2017 Contractor is TBD Uploaded Files Upload File Date File Uploaded B 10/19/2017 9:58:53 AM UNI-5470 Arlington WA Architecture.pdf Foster, Kristin X 10/19/2017 9:58:53 AM STRUCTURAL CALCS-Walk-in Freezer.pdf Foster,Kristin x 10/19/2017 9:58:53 AM Commercial Application Paeket.pdf Foster,Kristin x 10/19/2017 9:58:53 AM UNI-5470 Arlington WA Structural.pdf Foster, Kristin )( 10/19/2017 9:58:52 AM UNI-5470 Arlington WA Plumbina.pdf Foster,Kristin x LETTER OF TRANSMITTAL E October 16,2017 City of Arlington Department of Community&Economic Development 18204 59"'Avenue NE Arlington,WA 98223 (360)403-3551;ced@arlingtonwa.gov REF:CSG-17-UP#5470(TI)-Arlington,WA We are enclosing the following: Sent Via: ® Fed Ex ❑ UPS ❑ DHL ® Plans ❑Comments/Corrections ®Applications ❑ Permit ❑ Fax ❑ USPS Tracking#: ®Other:See Description of Items ❑ Hand Delivered(print name): No.of Copies Size Description of Item Construction Drawing Sets—Separated by Trade 2 36 x 24 - Architectural,Structural,Electrical,Plumbing Applications—Separated by Trade 1 8.5x 11 - Commercial Remodel Application J 1 8.5 x 11 Structural Calculations—Walk-in Cooler l ® For Submittal ❑ For Permit ❑As Requested ❑For RE-Submittal ❑ For Construction ❑To Be Completed&Returned ❑ For Revision ❑ For Your Reference/Records ❑ Return Red-Lines ❑ For Approval ❑ Payment ❑ Other:_ Good Day!I Please find the aforementioned documentation enclosed herein for commercial plan review for the property located at 2313 State Route 530,Arlington, WA 98223 The scope of work for this project is as follows:Tenant Improvement to Existing Convenience Store. Update to Signage at Restrooms, Counter-top height and aisle adjustments for ADA Compliance,light fixture change out. Walk-in Cooler Replacement, New Partitions and Door Closers.Area of Work SgFt:2,100;Project Valuation(All Trades):$26,000.00. Please call (818) 814-8215 or email astewart@acnconcepts.com for plan check fee payment processing at your earliest convenience. Please let me know if there are any questions. I greatly appreciate your time and assistance in processing our submittal application and look forward to working with you on the project. Best regards, Alyse Stewart,Senior Project Manager; Direct:818.814.8215 1 Mobile:424-274-1137 818.814.8215 • 252 W Linden Avenue,Suite 203. Burbank, CA 91502 9 www.acnconcepts.com 1 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington- 18204 59th Ave NE -Arlington, WA 98223- Phone(360)403-3551 The following minimum Information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. 12 One (1) City of Arlington Commercial/Mu Ili-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Ea Two (2) Architectural Drawings 12 Two (2) Structural Drawings 12 Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) 12 One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An Intake appointment Is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Pre App Appointment Request. 1 acknowledge that all Items designated above are Included as part of this application. REV 2015 Page 1 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(I PC) 7. 2015 International Property Maintenance Code(IPMC) B. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square fool Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ® SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ARCHITECTURAL DRAWINGS 1. [� Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2 Architects 3. Structural Engineers 4. Owner 5 Developer 6 Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8"minimum scale.Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows, etc. REV 2015 Page 3 of 7 r d A y, f) COMMERCIAL REMODEL w v� ��<�p. ` PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 118"minimum scale. Details a minimum %4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 Gt1 Y O f COMMERCIAL REMODEL PERMIT APPLICATION irN o Department of Community& Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced arlinglonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 Qn YCOMMERCIAL REMODEL ". PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS,TWO(2)SETS OF SPECIFICATIONS,TWO(2)SETS OF STRUCTURAL CALCULATIONS,ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel ( ) Commercial Addition (,�) Tenant Improvement Project Address: 2313 STATE ROUTE 530 Parcel ID#: 3105-080-020-1100 Update o bignage at Restroorns, un er op height and aisle T Project Description:adjustments for ADA Compliance, light fixture change out; like for like. Legal Description: N LN ST HWY&W LN SEIA NWIA TH E VOW-Win Cooler Replacement, Pa i ions ano Uoor 'ose� W Project Valuation: 26,000 20OFT M/L TO W LN SD SUB TH S ALG W LN 175FT M/L TPOB SUBJ ESE PUD Owner:GTY-PAC IFIC LEASING LLC Phone Number: Address: 7180 KOLL CENTER PKWY City:PLEASANTON State:CA Zip Code:94566 Contact PersonALYSE STEWART- ACN CONCEPTS, LLC Phone Number: 818-814-8215 Cell Phone: 424-274-1137 E-mail:ASTEWART@ACNCONCEPTS.COM Address:252 W LINDEN AVENUE # 203 City:BURBANK State:CA Zip Code:91502 Contractor:KDC CONSTRUCTION Phone Number: 714-632-6717 Address: 1442 E LINCOLN AVENUE #334 City:ORANGE State: CA Zip Code:92865 Contractor's License Number:KDCCOC*918PW Expiration: Plumbing Contractor:TO BE DETERMINED - OUT TO BID Phone Number: N/A _^ Address: N/A City:N/A State: N/A Zip Code:N/A Contractor's License Number:N/A Expiration:N/A Mechanical Contractor: N/A Phone Number: N/A Address N/A City:N/A State: N/A Zip Code:N/A Contractor's License Number:N/A Expiration: N/A REV 2015 Page 6 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 Project Name/Tenant UNITED PACIFIC # 5470 Site Address2313 STATE ROUTE 530 Bldg./Unit/Suite N/A IBC Construction Type VB IBC Occupancy Type M - MERCANTILE Description of Use CONVENIENCE STORE Building Square Footage 2,100 Number of Storiesl Square Footage per Floor2,100 Will there be any installation,modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovenstfurnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals,Information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. 31 XL",Y GGl c Apt6 ftnature ALYS((//E STEWART October 16, 2017 Print Applicants Name Date FOR STAFF USE ONLY Received 1-100 nr.T 18 L017 Permit# A B Amount Received Receipt# Date Received REV 2015 Page 7 of 7 ------------- CALCULATIONS S ACK oROV]E BRLzA,N J. SYELA.FF, P.E. 0FRW@RAL F►N LGINE RING CALCULATIONS FOR MY OF ARLINGTON BUILDING DEPARTMENT N11PERI.AL BROWN APP OVER DATA/;/,/ �,...._, 4GOODS MARKET NO CHANGE!,!AUflfoFUZED UNLESS NBUILDING INSPECT4- GTON9 WASHINGTON TGE PROJECT NO.: TGE 17-8902 TGE FlIR M NO.: 603490470 ,,�yJ. s Received �.��°4%V,,�,�,G 0 C T 1 $ 2017 `�`� �b• "7rll) DESIGN CRITERIA: ��EE:.Fil4♦'Jl STRUCTURAL CODE: SEISMIC PARAMETER& 2015IRC Ss=1.078 g SEISMIC DESIGN CATEGORY_ SI =OA21 g WALL/ROOF DEAD LOAD.- D ROOF LIVE LOAD: 5.0 PSF GROUND SNOW LOAD: 30.0 PSF ULTIINATE DESIGN WIND SPEED: 25.0 PSF EXPOSURE CATEGORY; 110 mpff C 812 S.La Cassla Dr.-80160,Idaho 83705 (208)345.8841 (208)345-a846 FAX PB98 1 of 49 r4o ics8 I� VT YN C.-IV oolculus r TAMARAICK GROVE TABLE OF CONTENTS 1 PROJEC7 INFORMATION....................................................................................................................................................3 2 SCOPE OF WORK.......................................................................... ...,.....,.,,,,.................4 3 JURISDICTIONAL INFORMATION.......................................................................................................................................4 4 ICC EVALUATION REPORT,PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS.................................................5 5 GENERAL STRUCTURAL NOTES ...............................................................................................-----•......--... .........,...........5 6 SEISMIC,WIND,AND SNOW ANALYSIS............................................................•................................................................6 7 STRUCTURAL ENGINEERING CALCULATIONS................................................................................................................15 8 SOFTWARE PRINTOUTS AND DESIGN AIDS.................................................................................................................23 8.z ENERCALC................................................................................................................................................................23 8.2 SIMPSON ANCHOR REPORTS..................................................................................................................................32 9 MATERIAL PRINTOUTS AND TESTING REPORTS ............................................................................................................37 9.2 IB SPAN CHART........................................................................................................................................................37 9.2 IB TESTING REPORT.................................................................................................................................................38 9.3 SSMA.................................................................................................................................................................. ••••••45 812 S.La Cassia Dr.•Balsa,Idaho 83705•(208)345-8B41 •(209)348.8846 FAX 4 _ Page 2 of 45 - - - - - I I TAMARACK !�!GROVE PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: TGEz7•$go2 Date: 943l2017 TGE Contact: Bikash Slgdel,E.I. TGE Engineer of Record: Brian J.Sielaff,p.Ex,P.Eng. Project Client Information: Company: Imperial-Brown Contact: Ken Rhoads Address: 2271 N.E.:L94th Portland,OR9723a Phone: 503-663-SS39 Email: KRhoadsLZImperlal-brown.com Client Logo: — `` ' Imperial _B F3 Project Site 4.0ormativ, Names My Goods Market Address: 2323 State Route 53o NE Arlington,WA 98223 Coordinates: 48.288*Nr 222 299 OW Phone: N/A Email: N/A Site Elevation: NIA Live and Dead-Loads Roof Llye Load: 30 PSF Roof Dead Loads: Steel lacing 4ASTM.A"846) i;8 P_5F (:�6 GA.—t=mot inch) Insulation: o_8 PSF Miscellaneous 2_4 PSF Total: 5,o PSF I I 812 S:La Cassin ar••Bdlss4 Idaho 03705 (7091345.6941 pog)34S4"5 FA)( Page 3,of 45 CALCLILA'r IONS TAMARAM ©ROVE I e * -; t s z SCOPE OF WORK Tamarack Grove Engineering is providing structural engineering calculations for My Goods Market cooler boxfor gravity and lateral loading and redline drawings provided to the client as needed based on calculations. 3 JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Sr-=2.078 g S-=0,421 g Sos=0.768 g SD1=0.443 9 Site Coefficient,FA: 1.069 Site Coefficient,Fv: 1.$79 Building Site Class: D Seismic Design Category: D Analysis Procedure Used: Equivalent Lateral Force Procedure for Non-Structural Components Basic Seismic-Force-Resisting- Bearing Wall System—Light Framed System: Walls of All Other Materials Importance Modification Factor,IP: 1.0 (ASCE 7-1013.y.3) Amplification Factor,aP: 2.0 (ASCE 7-a,o Table 1.3.6-1) Response Modification Factor,RP: 2.5 (ASCE 7-so Table i3.6-1) Lateral Pressure Design Information: Design Wind Speed iso MPH Horizontal Pressure: 16.00 PSF Vertical Pressure: -29.36 PSF 812 S.La Cassia Dr.•Balsa,Idaho$3708-(208)345-8941 -(208)345.8946 FAX Page 4 of 45 TAMA t^ZK f GROVE 4 ICC EVALUATIONREPORT,PRODUCT S I TION LITERATURE AND DESIGN AIDS • IMPERIAL BROWN TESTING REPORT. • IMPERIAL BROWN SPAN CHART • 2oiS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SSMA:STEEL STUD MANUFACTURERS ASSOCIATION PRODUCT TECHNICAL GUIDE • ICC-ESR-27!13,"TITEN HD SCREW ANCHOR AND TITEN HD ROD HANGER FOR CRACKED AND UNCRACKED CONCRETE" S GENERAL STRUCTURAL NOTES i.GENERAL STRUCTURAI OTES; A_ CONTRACTOR TOVERIFYALLOPENINGS,BUILDINGDIMENSIONS,COLUMNLOCATIONSANDDIMENSIONSWffHOWNERPRIORTOSETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD. C. THE CONTRACTOR 15RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCYLJRE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING ANDIOR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD 15 PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. { 912 S.La Cassia Dr.-Bolse,Idaho 83705•(208)345-8941 •(208)345.8946 FAX — ! Page 5 of 48 I I+ r CALCULATIONS TAMARACK"��t3ROYE a f r. £ - T' C 6 SEISMIC,WIND,AND SNOW ANALYSIS jEt= Design Maps Detailed Report ASCE;7-10 Standard(48.187960N, 172.19878*W) Site Class D-"Stiff Sail',Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parametars Motes Grouts motleis values provided below are far the di-Caddo of rrraxirnum ho itartal spectral r6SpanSe Uale auor6 They have been Converted from corresPonding geornetrtc 1`6061%grould Mot arks onmputed by the USGS by applying factors of 1.1(too obtain S.)and 1.3(to obtain 5.),plops In the 2010 ASCE4 5tanderd are provided fur Site Uioss 81 Adjusuments fcw other Site Classes are made,as needed,In section 11.4,3, From Figure 22-1 tag S, = 1.078 g From Figure 2 -.arar Section 11.4.2---Site Class The outlWrity having jurisdiction(not the USGS),s A-spcciflc gaclachnical data,and/or the default has classified the site as Site+Class D,based on the site soil properties in accordance with Chapter 20. Te5le 20.3-1 Site dasul cAwk Site Clans r5 N or M. A.Haard`ltodc 3-.5.000 fus K/A - NJA B.Reek _ 2,5W to 51000 ft/s.� MIA -- N/A C.Very dense sad and soft-vck 1,200 to 2,500 ft/x aS0 _ >2,000 psf fk Stiff sad 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 pO I'_,SIA day 5911 <600 vs c 15 <I,Rpt7 psf Arty prpflle w•:kh more t-4an 14 it of soil having'he 0-ar`octeri ", • Pki9xity ir�x Al r 20, . Molsburc pan ant tr?401Y.,and UrrdWncd shear strength s <Sob psr r*gone ra4ulr1ng Wto respwise Sec Sft-Inn 20.3.1 analysis In accordance with Sczdan 21.1 For 51; 11./s-17.3745 rr/s liblrcfi a&479 kNlm2 812 S.La Cassia Dr.•Bolse,Idaho 83705-(208)344-0941 .(208)345.8946 FAX Page 6 of 45 4 I I I f CALCULATJONS TAMARACK"T DROVE Sectlon 11.4.3--Site Coefficients and Risk- rgated Maximum Considered Earthquake QjQ&3 Spectral Response Acceleration Parameters Thole 11.4-1;site Cocffkaent F Site Class Mapfted MCE.Spectral Response Acceleration pararrieber at Short Period 5,s 0.2a Ss..0.50 Ss=0.6 S,;= 1.00 Ss>_1,2� A 0.$ 0.$ 0.8 O.S 0.$ 6 1.0 1.0 1.0 1.0 1.0 C 1.2 1A 1.1 1.0 l.fl n 1.4 1.4 1.2 1.1 1.p F 7.5 1.7 1.2 0.9 0.9 f see Section 11A.7 of ASCE 7 Nate: use straight lbe intarpetat on far Irtermedlato values of S; ftr site Class;ae q and Ss a 1.078 0.F.ae 1.069 Table i1.4-2:sloe Coetk1ent F Site Class Mapped MCF,spectral➢teVanse acceleration parameter at 1-s Polod Sa t 0.10 Sa_0.20 5, u 0.30 Sl=0.40 5,�--O.So A 0.8 0.8 0.8 0-8 U.S fes 1.0 1.0 1.0 1.0 1.0 1.7 L6 1:'� 1.4 1.3 D 2.4 2.0 1.8 1.8; 1.'a e 3.5 3.2 2.8 7.4 %4 F see Section 1AA7 of ASCF 7 Note:Use stralghtyne interpolaY.an f.T intermediate values of S. For Site Clam�D and Sz-0.421 0R Fa,s 1.579 812 S.La Cassia Dr.-Boise,Idaho 53705-(208)345-8841-(208)345-ON6 FAX Page 7 of 45 I .�. I TAMARACK •GROVE 6 1 N E 1 S,,s a FaSS 1.069 x 1.079 1.152 4 Equation(i1.d— ). SN, = FyS. _ 1.579 x 0,421 =0.665 q I I Section 11.4.4—Design Spectra[A0.coWeration nommeters iquatlan tii,#- ): 5eS=xi S,,; x 1.152=0.768 g Xquatlon(11.4-41= 5 _ 5 = x 0.665=0.443 g Section 11.4.5—OeWgn Response Spectrum From Fiaurm 22-9 _Ml T,_6 seconds Flyve 11.4-1;Desim.Respon9e Spedrum T,T,�%- f CA#0.11TITJ T,!9Ur,_5.a% Te,TfT4.8.1,omit T>Tr:S, BT,_IT' i I 812 S.6a Crisis Dr.•Bales.Idaho 83TOS (208)345.8941 •(Z08)346-8846 FAX Page 8 of 43 M TAMARACK T`GROVE 1 Section 11.4.E-- Risk-TaPSeted Maximum Considered Earthquake (MCE ) Response Spectrum Ttw MC!tk Fiesponw SpMr+Jn IS de-Tw nined by mulWybV tho dcsFgn response 5pechum c�-Cva by 4 f :T I i 812 S.La Cassls Dr.-Balsa,ldgho 83708 (200)3*89i7 -(208)945-8040 PAX Palle 0,014E TAMARACK' GRGYE: E ; R 1 Section 11.8.3-Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From EJUrtrr 22-7 M PGA=0.433 Equation(ii. i): PGAn =Fp"PGA; 1.06Y x 0.433=0.462 g Table 11,8-1:S:t:•CoeBci-;nt r;,,, Site Napped MCE Ge:omatrlc Mean PUK Ground P=elerativn,PGA -- PGA< PGA o PGA- PEA- PGA.k O t0 0.20 0.30 0.40 0.50 A 0.8 0.8 0.5 0.8 0.8 8 1.D 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 ;.0 1.0 D 1.6 1.4 1.2 1.1 1.14 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Mote:Use straght-lne interpolation for intermediate values of PGA For SIM Clww o D and PCA a 0.433 0.F =MG? Sectfon 21.2.1.1 -Method 1(from Chapter 21 -31te-Specific Ground Motion Procedures for Seismic Design) Prom Lti.9ur4 2 2-17 153 C =0.980 From Plaure 22-i8 Earl CAI=0.049 812 S.La Cassia Dr.•Bolao,Idaho 83708 208{ )345-8941 (208)345.8948 FAX Page 10 of 45 lk I CALCULATIONS TAMARACK 06—OVE Sedlon 11.6---SelSmlc Design Category Tatic 11.6-1 Seismic Design Catei ory BanYi oft Short Period R smnseAmilerationParartm VALl19 OF S,, RISK CAT90CRY I 41 II III IV Sas<D.167g A A A 0.1679 5 S,,a 0.33g a 6 L: 0.504 t C b For Nick Category•I and$0.-0.768 p,spa wIc basign cwtWoq=D tabtf 31.6•).s.Igrnk hest n ** gwy de -d on 1-$Per10C"pone Aca?Jcratwi Pi eater+r VALUE OF 6,, RISK CATEGORY I or n III IV so,C MA676 ►k A A CLO67g S 6r,C 0.133y B B C 0.133g A (111•209 C C b Q.209 5 SK 0 D D For Risk Category a 7 and S�m=CA43 g,seismic Design Category n D Note: When S,is greater than or equal to 0.15g,the Seismic Design Category is E ror 6tildl:lgz in R:sk Categories 1,11.and 111,and F for those in Ris:c Category[V.IrrespecuVe or L.)e albove. Seismic Design Category m'ft more severe design catec}ory In accordance with Table 11.6-1 or 11.6-2"=U Meter See Sectip� 11,6 for 41114mative approaches to celoi6ting Seismic Design Cateory. References 2.Figure 2.2-1;https;//earthquake usgs.gov/hazards/drs!gnmaps/dowrJoads/pdfsi .01U_SCF-7_F9gum--21-i.pdf ?.F/gw'e.77.-Z:hitps;//carthquakcusgs.9�NhaxardsldeFignrnapsld9wnloads,�'pdfs/7014,_p,SCF•7_Fl9urP^?2.7.lxlf 3.Figure?]-17;tritps:Ilcarthqueke.;�sgs.govJha�ard�des�mr�s/dormloadslpdfsJ?p10,..A5CF-7 Figure_27�],7.pdf 4.A'gure 72-7' https-/Iearthquaka.usgs.govihazard.`/desigrttgaps/davirJnadslpdWZOIO—AsCF7 Figurc-.27.-7.pdf S.Jigum,72-17.hops;/l,3arthqL;ake.usgsgov/hazarasldes`.gnmzps/dovmbads/pol5/701Q-AS0!-7_Figure_7.7-17.pdf bti flguro tittw://t)arthqueke.:Isgr.gov/ha?ards/def'inrT%r.ps/dawniwds(pdm17010_ASU- figuro 7.2-IO.pdf 512 S.La Cassia Dr.-Boise,Idaho 83705•(208)345-MMI•(206)345-8946 FAX Page 11 of45 I I t Ti4MARACK QROIVE Arm I Search Results >v Ouery pats;Thu Sep 072017 Lath W o:4&1 RAfi ��♦�itlydC:-1Y'L183B ASCE 7r10 Windep"ds (3-am peak gush In mph•): mirk Cidegoryk Rlek Catrogoly ll:tl0 ;n Risk CatagoiY[r-N:115 MRP`10-Ysaw 72 r Mitl*"25-Y*ar.7® 1 MRr*5046er:S5 MR1-10WM'ear:91 INlhet!sir ABCE'i6H WMtdege4d: .r o-�:4.4.� :-, _.•..�• r AS(3-*3L pt:ssc gust in n") A5CN Rea Wh-vdepmd: - 10 i:. s[m4a In mph) '1Ale,Pe.hWr ^,'pan Rocutmecl�nt•»t U^nn,Ao•,In<MWiI K Ye»d Wq�p a't� b OilnYfa'hMtw Wn»nu-Ilvgpr-.y *J w.a n 7uY+fnnn,Ist la•we. Prinlvo:rrma�dlR YMOSPEED WE88frE DISCLAIMER 4lh lhv the Infonr lon presented on this Website is believed to be Tmrrecf,ATC and Its OponCors arsd contributors asx:me no rteponl 114ity csr inbrfty f m 1n sxuracy.The mW4rt01 prtraanlod in Cho whtdopeed mport ahoukt not be used or eoll�d sspon for any spa i k epplcMlon without compl►ant exuninatbn and vCrttlCNlOff of ib ecarary,r11E,6 City rnd oQpp�icalisihy M y tasyinuen or other YCeneeb plvhasrJon�i>s ATC dohx not trnond that the uee of Ws intorrnatiatr rePlnGe Uie aoi tw)udQment of Itteeh rn,rlpotont fyrWs�;+pids, hevitlg es�erience and knowledge in the ie+ll rs(prvliw,Ixp to wbsiE-0 the rf~.ndTrd d cis*ts sysprrrd of otxXs p akWonah In lore pret'rtg and apdynQ the cos Ato of the Wndprovidedby Ws websllr.llsCrs ofrrom this wabone M. nhc06. aofvvtdV+ lle not imply aplxoval oy the povemhtQ building Dodo bndlea ble for builtlnp code eppro ai end lri r retrl for sse bGidng site dascnbeb by IefitudfAonplWde locaticn'n stio s Ioeld raparL StrMvWW1V9vATCE>dwrentR.+ltl- "WTA,.4Iav,'nnJ'1401 EA"WLUNDFeravey.WM2Jo.RN&4MdC; .CaUmim648S-pOj59!_a!@ 812 S.La Cassia Dr.•Braise,Idaho 63705-(208)345-8941•(206)345-8946 FAX Page 112 of 48 I I I I TAMARACK` OROVE Prg647410: MY GOO'i NARKFT Engineer; 6XAS4SIG!3F- Pr*aI&I TGE77.09D2 Pv.4d Descr. SBX TAMARAC K 5 ROVE F ASCEP 7.10 Wind Forces chpt 28.Pt7$s '- w Dow.1�' ,• ' Iwc nolum,Bull)1+ wiw ua.�n•i w a Ts A i ram.. _ Oc-tiip nr�: AfsdyW Wtsa Y:Wcr*ind$reed 1 v Sed 89dr1 A el a 4 110.0 mo Rmi d-P3 A^els 0 le 5 dopu Uawpin9 srTd6de 1 x1 II A Wings and DOer slwcOti except Mow Ikied as Cafe5wy I,111 and IV rxposurs c M1Rlt-mwnROOHdtht 9.90R ism66'is(AA toolodbwwmnAsis7'dd2Etlal'NYlalr. LwMv:pin FIVAs 21.61 FW 3CR 1 Xi E,advelMlnd Ards adGoe prnsnt3 C^dding 10.0!N�2 neor ptdslsrcben prm&v 0 La 7 dzg•ees tlm apec'M wIFdIR.tn d0p pieasvre 18+.l pd TVNW aFAW FA per29A lim llt):LoW Hale o amemlon iS ID 1 a=�rc�x{Sw`NHV&.r�1070•ll'Ci.QA'AIAFi;� OWIL mu{DWLFC.S. UT,0+'WID HprimrU��qn�IF ArP1�iMl�A Iona A u 2]23 psi Farr: D = Ism pcl 2nnx 9 a 16.00 pd D • IBM Id wodmil Pmmres.,. zon.c e L OAS Pet Zee: G tax Od z0nr. F a .16A0 Pet Zc<;: hI = leat Od 0-1-7..- Zmt Eoh+ a9A1 P7t I+c`e: +3ev- CoetpDW t Ik CNndtitg l WSA Wkd P4sIaas CerPM-dPwz,v-L4wbds'IG!*Pig wEg3W - - RodYe:rr 1: PAFA(40: id-im pet Gn�.,:1tdc'paaal Lued:ss n p+ X4A s 13 ktpkue: -2d.370 pd mr,sretc-:;aPl�iM ROd7Aie2: paAIM- 16.6si peg Npaa a_ -44.165 p Rod2cssS: posltvo: ise`:3pt? Nsd+s: 41.M pd WeNlbre4: Powh#: 26.374pst NOW". •26,59 psi Welkae5; NsRve: 2t.378pi "Vs., -M.211 pod AaarOsahaxp brat 47.4t1 pd RoaMarhanl Zone& +gp.478 VO 812 S.La Cassla Dr.•Bober,Idaho 83795•(208)343-8941 •(209)345.8940 FAX Page 13 of 45 TAMARACK',•GROVE Propd Tlro_ MY G00JS MARKET i Pf wl qf; S ASN S'GWL Iko/rE� T6i T—a�:f l COX TAMARACK GROVE ABCBaaw Loads ._ !NlAL/Qr R•1•>Lomn•ax�o,tr,�.rtr'�1�•r1� wscrpt+am. SMOWtaa Flat RDD(Rnas Land* Deaaipfloca: Damp Stew Load PW A'8G1 14i Gow,TWSmLog.por Fig 71 25.D0Pvf K Wftpa,3K.T.3A 40.00 Tim*Calagdq 8(see AM%7-10$cation 2&71 W:Hoax Distance bore save to°ldge 6.000 Etpmn err Rod Ptrtdl/a owd Roof c"fl mtlm Monesiopa Ce:Upwo,Factor,TaVe 7-2 1.00 Ct:V"e,Foolorkmt above freeang(see ASCEfor more) Pm NNlmum raqukw 20-00PA Rfsk CmNwy,VmTabte t.6-1 t pf,CaWatad Sneer Load per EgaeMon 7-1 1926 psi Jew."aoe Faeror.b,Table!.52 1.00 pf,Dealp Snow Load f.4mom wh6 pf cdc) 2GAIDpol Snow Ddit an La+erca'Roos besww4m: "Hom A4asa:ent lkdWWg to NoM Srdt Per MCA T 1a Sam masnowtoad 2a,00Per nd::A Avd 1.1141t Drauod arrow LOW 25.00 paf hd:arltdYrard 1 A0 ft lu-upper 32M ff Ad:max i a4 it lu.;awer 21DOa hd:Dea* 1.54R P.dghwiRbeemp 5.00f! pd:MoxDdft0* 31.76W BMWDetrly 17-25pof pd+l?ewmed 51,76psf tb:lteianoad 1.16a W:DrMWdlh 7.381! Ile:Step Hal$t-fb 3.94 ff 1c!hb 3.31 Toftl f.w Load @ End of crdl 20.00 pal Dmcnptran DdftrromAdJasosakduldlnytoEwfl5K% perAEC6710 -��erreQSni tmd - -- 2a.DO c hd:'aenard -- - ---- — 2.38t — GrowdSnowLoad 25.DOW bd.,vodwwd 1.00t lu-upper 60.00 R hd:KOM 2,351t lu-,~ 20.00R hd:DmAp 2.35ft Maid:d Ad Slap S.00 It pd-Um[MR Or„yy 4&W psf $rxwDwrft 17.25 pef pd*80owd 80A&pst hb:90wo w 1,16 ft W:bratwiffi 1).41 R he:MW H*N-bb 3.84 ft hoI hb 3.31 TeMil SmawLaad Q End afDr11 20-OOPsf 812 S.La Cassia Dr.-Boise,Idaho 83705.(208)345-8941 -(208)345-8946 FAX Page 14 of 45 STRUCTURAL ENGINEERING CALCULAIMNS rA ; .Amz", ARLINGMN,WA 7 STRUCTURAL ENGINEERING CALCULATIONS JURISDICTION: WASHINGTON OK=I `(•=d STRUCTURAL CODE: 2015 INTERNATIONAL. BUILDING CODE DESIGN cwTER1,A 940=0.7.6-s Design Spectral RespoMae for Short Period *OUTDOOR APPUCATMW 0,,-,=10 AmpliFcation Factor E00SM CAGY C ULT MTE DFM1 WIND SPIN=110 MPH 1?,-2 5 Reponse Modification FWw 7,,-mI-0 ilnportarre hltxNficabon Factor z=D ft Height of AtImNo nt i ,,—W yp Cooler Panel Uve Load tfj" LBIW MWFRS Lateral Wind Load .DL,.,w--3 pdf Cooler Panel D4ad Lead U"Zm,4,Y-1940 pq/ MWFRS Ver5al Wind!mod 91..-25 Ground Snow Load w,1wb4ma+,G 1=35 to Load Combination 3:D+(Lr,5,or R) GC,,=j0.6.1R& l+.0.6-Wl,,,,, .0 Pf Load Combination 7:0.6D+0.6W(Uplift PreSsure) N+7d't7i--w.6 ft Unit Width F.Emom -1.942 f Unit Length re,aay�S.Fe in Unit Ceiling Panel Thickness Unit Wall Panty T>gtlmm g—L3 9 Mean Rout Height &2 fl Mean Wall Height PAAEL M4lVI"CRAWN 1AFER It ANfft#ACTUR1W TCFCOLD MCLERS,AC PAAM,SPEaffCATZ➢V.•HIW DE46ffY URETHANE/WWO iWXMED PAME (IQ TZ77J1dG RER q7) 812 S.La Cassia Dr.-Bolse.Idaho 83705•WS)3454941•(Z08)345-8948 FAX Page 13 of 45 i i STR I,I C I I JR A L U-N-G,IN i-[-R0 I G N�)fiic% MYGOODS MARKET CALCULATIONS Q'f-:34)b NimiW;t- TGE Af0-ING10fq,VYA GRMLINES AND SEAR WALL LAYOUT: '4 A im Design Length f'xp=10 ft CwvsPonding Allowable Span(IS Span Chart) -r,,'M=-jq2ft TrIbutaty Width of Panel for EvalLiattlon WADS, Go wdnq Load Combination fbr Ceiling M...-Z=ft-'*f Maximum Moment[Enerca1c) v,,=q33.3 IV Maximum Shear(Enercalp) W,g-V,,.,-17f 1,T W=602 7 pV Allowable Panel Load(113 Span Chart-Using,5.5"WFU) Is"a-L.V 2 8 =;8658 fe-sof Allowable Moment 3463 lbf Allowable Shear CHECK' 'Vw.;�116w=A ivs-VARY.,nffgma IS'72MOr WMW FRA ME&PAXag MR CZZLrArLfflL&A& AmAt'JaL. 812 S.La Cassia Dr.-Boise.Idaho 83705-(208)345-8941 -(208)345-8946 FAX Page 18 of 43 i i i i A$ TAMARACK'; OTi'><7NE WOOD SUPPORT BEAM FOR CEEUNG PANELS: 4 =!M yj Length Of Beam f k Tributary Wldtfr of Cellrog on Support Wood AVN=2047 W Show Drift an the North End Panel wnz—T„wm•DJ; -A IV Dead Load From Panels �'i l :Arta• wow►=l iU Of Live Load From Panels a =�T�,,uh•57•= tjt Snaw Load Frorn Panels zvt,,� 7�yrua«i+IfL,;r= �pw Wind Load From Panels =T•ci�r•RDJV'-IA5 PV Snow OrI t Load frc>nl Panels eu.q0o:=-10.,%PW Max Snow Drift Load 4.=.9a41 ft Drift Width B94MREA07aW(FNE'RC&Q. R,_.,°=160 Sbf Dead Load Reactlon an Cdumn Rrc_x*--nU.abf Lire Load Reaction on Column Rom_,rii-l220 jbf Snow Load Reaction on Column Rnke—:,w*f Wind load Reaction on Column 6= -D,104 k Total Dead Load Deflection MEMBER SPEC 7cilr CAN.1 Tuna,=!i 5,% Total Length of Beam:; 6-2A DO(JG'LAS FIR NC.2(NDS 2015) 47/1HA AJZJ ZMERAFE ?F_U.CF 6- XEi FLA[4 FLIV r-EILDYY: THE Pf AN- a FIP COWMN SUPPORTS: .ono w B.2 ja height of Column Unbrrraed Length in x-x Aids Direction ar��ml-,sum-8.2 fit Unbraaed Length In y-y Axis Diredlon mm.;=7611 SW Dead Load on Column Fra: Drr c Uwe Load on Column ��, 'T'�f 512 S.La Cassia Dr.-Halve,Idaho 93705•(203)345.8841 -(2061 345-BB46 FAX Page 17 of 45 GOODS STRUCTURAL ENGINEERING Projoct Narno�MY cl TiAMAlK aRUVE • p5t=J?qj=1220 A f Snow Load an Calurfin CMGDhIA►RFAE.77OWffNMAQ, Jv Ax411 Dead Load Jot—713 of Axial Lin L dad Rffi�z2rr' Axial Snow Load MEMER0EM A77Mt rMAL4"2 Total Length of Colurnn 2X6 DOUGLAS FIR NO.2(NDS 2015) SMMR K,]INDEFORE USE 2r6WLiltQNEzMM ASZNFWAMrnMA LWNFOIFt CEnYAW SEMOWTAS PFA 7NEP 4X cFFENER et REPDlitT F 4�Y H,,,-=8.2 f! Design Height T."zs 4 ft Tributary Width of Panel for Evalmedon AXIAL LOADS, Fdnlgyc_a:tiny^` =233 VV Total Axial Load Frixn C,ailing Among on Center Wall TT..m P=1-1Ato! Average Axial Load of Tested Panel at FraWre (IB Testhrg Report) ,I'Y]1 F-2 Fbdot of Safety 44,=21 ft Largth of Panel Tested --? . pv Total Allowable Axial Load TRANSVERSE LOADS: *uG,,t rotl=p 6 Wlia•H=85 P(r Transverse Load on Wall f8 ANombfe Height far Tranwerse Load(IB Span Chart) ill`p 11114-4 a =RCS Total Allowable TranSv l (IS Span Chart) +wd-1 =0,93 Combined Axial and Bending Rana P.m. Wdr C HFCK: L ►�' n , 1 it ,ute..,�Pa��l�._�•e.-�.�ra- SrJMINIR_Y:TRMEE OR& 7RF.SUJfQP77MRA77MRWA"At AND M16MMMAMLM MMOREMI TOLO LLWA7tlrAQ41'ZRACKHMNVEN EEDREMNEMMED cr.s MR WALL.PER P1AN, 3eo� C� 512 S.La Casala Dr.-Balm,Ida"83705-(208)345-8941 .(208)345.6946 FAX Page 18 of48 i 1 I is STRUCTURAL(JAGM4EERINC, CAL CULATiCAS TAMARACK r GIVJVE a r r ■ Fri&.9 ft Dedgh Haight , ,=Y.r>>{gd)t.il irithy ' Arw of Qei'Ing Lnpu=� -Wsdtd�,E3.IrtgfJ�,l' fi Tatal Length of wails FORCE GENERATION; Wt=(A-1-,i2,ilp. ,t)+ 2 I~ •fib 68"Vf Total Weight DA-up-5as•wt I{, ++(2-Tz� w 847 lbf Seisrrtiic Lateral Forge m1.6•SDV-Ip•Wt—..IA74Sf Maximum Lateral Seismic Fww Fp,, =0-3•45•1p-Wt=1589 lb$ "nlmum Lateral Seismic Force FA_1=naax(Fp,,.FF„j..)=1Gii91bf F,-.=min(F.I.,F,„')-t58$IV Gerwat ed Lateral Selsmk Force Fr.ea-=0.7-FF-1112 AV ASD Lateral Seismic Design Force FA. r alma=1Y 2•keaagth•0.6-WLM,=83o IV Lateral Form km hitemal Pressure Fr_ar.s�_x=��r►ax�Fp��r 1�'p ,,t,,e =1112 bf Lateral Design Force v �Lenylh,�`57 pv iilst bated Design Load irk 1-1 F, a Width.•0.64WLj"-18201br Lateral I•mef mintemalPressure Fp-&-,,i 7°=a=(FAQ 4,Fp�,,,a,}�1820 Of Lateral Design Force Width =43 VW Di*bA*d Design Load In 22 SHEAR WALL CALCULATIONS: Lmvth of wall Line 1 T kJ Lerigfh=9.7 fIl Tributary 1Nldth f�==wA..;rL T. v" -III pisf In-Plane Force on Wall i s I„=N`aafh=43,t Laoth Of wall Line 2 T-.;*,A;;a Lcuga Trrbutwy Wrdifri f�-- '^"�l°-'•7,",�'=13 p�f bit-Plane Force on Wall 2 L2 812 S.La Cassia Dr.•Boire,Idaho 83705-(208)345.8941 •(208)345-8946 FAX Page 19 of 45 t� r MAR/h+CK` GRGARLINGUD -1.64 Worst Gass Sharpe PKtor Mo mar_ r>wle r 123 A f Allowable In-Plane Shear(IB i'eOng Report) CHEM •�rll ercyl��,1>Jnrur�:�� tA')'z9 aft Length of Wall We A T.tee,,A-W�th-213 fl: -fribut"Wift fA:=Wd.~'"- TW4U,1=qs 1iq In-Plane Form on Wall Line A 1. R Len Ub':rtG': �of IM�I Line 9 7' s¢---,�' -=$l.3,fa Tributary Width. yldcyi•a,.a'rurirllA�U �I�-- -- =47 ptf In-plane Farce on Wail Line 8 Ld R:=--H -a.94 Worst Case Shape Factor RMo mire(LA I Lp) - Allowable In-Plane Shear(M Testing Report) CfHEM P.M. 0) FLOOR T() WALL CONNECI]OIN FUR WALL DETAIL (2/3) Tn A S ft TributBry Mfldth of Roof on Connection ,H'=F..9 ft Design Heot LOADS'. Uplift Load on Odinp P ry:=. 'r.Trsk-4-$- •� -16 Off UpliflkForveon Hoar-Wall Connection pt".,:�DA,"Oir<10r• 2 =43 Af Tranzyme Shear ftce on Floor-Wall Connector hvn ,-maxf,r,n�_>,t„ ��)-111 ptf In-Plane Shy Force un Fionr-Wall Connection f..=max l,P W.,f;..P,.,)-111 pv C4�ing Shear R mm on Floor-Wall Connection 912 8_La Cassia Dr.•Botak Idaho 83705-(208)348-8941 •(208)345-M48 PAX Page 20 of 46 TAMARACK GROVE 3/8'T1'EN ANCHOR: 1.,,, 36 to Spadrrq of Anchor Through Angle i.,. =A .'5 ,=331 MV Shear Force on Anchor V44 1kf Maximum AllowWa Load on Anchor 9} UpWt Force on Anchor =3w 1 bj Allowalk Uplift Fbree on Anchor AVIE-qF57MFWN YX WW RBvCWI-MR A4VWRAAW YM OR TEK SCAM. S..„.r=3 fn SWng ofTek Swm Along Panel V.11.•, =4� =ls2 pig ANowable Shear of*8 Tek Screw(SSMA] T, :s 29 iaf=13s P�f Allowable T'erdon of.#B Trek Screw(5SMA) 5w CHEIN: MOM(LA&VA-4!5) Y.uw+rt,ur=1 F.,en �'oel. n=l 'aa i•mypiuh�=L un�du,,STJ.N..wrao+=1 Lamm T'uddR&-S ft TrIbUtary Width H=9 Design Height LOADS: LCyY Pglr Uplift Load on Ceiling N"t'�LO'e-T'o,m—43•pu Uplift Force on Wall-Gelling Connection p,,0,G•WLw=1D"f Transverse Load on Wall H Pt,anx tint•T•M43 Fif Transverse Shear Force on Wall-Gelling ConneWun A"Piew =In= .;#.s,f8}=11),pit In-Plane Shear Force on 1NW1-Akrkg Connettion fnrwr�mac =111 p4f GbV6Minq Shear Fan*on Wall-Gelling ConneCtbn 812 S.La Cassla Dr.-Boise,Idaho$3705•(208)345.9941 -(208)345-8946 FAX Pape 21 of 4a y J� I •r CALCULATIONS TAMARACK°t"GROVE r 1 H CAMLOCK CONNECTION. FVS:-2 Factor of Safety" 4 in Spacing of Camlocks 1*=197b Shear Force at Failure of Tested Ranel (IB Testing Report) tin �� AllowableS. Shear of Carta lock 1270i 1bf Tensile Force at Failure of Tested Panel (EB Testing Report) Ti j,._,, rii;a- 1F�C�S•sue„ Allowable Tension o(Camloc c Volta,, + ?m-, =0.3 Combined Shear and Tensile Rabr, �ntto.�dr,nl Tn!(ue�.�nnl CHFix �arpdair��'rmttrni�ap.al=l �+tr#'C ultua�eaml=l !R,-,nnWru4!5 JAI=I MMMA RY_,TMF A IXIMI IN 7w cammmam rs 1 TWEAUD 81 FA7/fff. 7zGrrr kE rCA W 77m aj mm LiQm 31 $.La'Cassla Or.•Boise,Idaho 8370S•(208)345-MI .(208)343.BM-FAX -- - Page 22 taf4S I 1 t 1 UALCLILATICNS TAMA .&QK`V GROVE r 8 SOFTWARE PRINTOUTS AND DESIGN AIDS 8.1 ENERCALC prod EYAG�1Ai KET 10: 1w'-w � i TAMARACK:"GROVE I(" IIE Qoral boom Analysis q�'w��rn,-viverra�v,auNc.wvic�.nrr��viri. eW iL7tuq Aiarou.�-D Cww-rnjj go M mom FM11'M m EiaeOalAodulas 28,0000 hdi 1h 9penit ergri= 70.0 R Ales= 10.0 0112 0% -.,.T-- "xq,�14AiMn��mtiwntwr��A!t-so75�erc�, Y _- x x } 1 Lpon=tO.b[l w � APL18ed Lords 3rnt�folds enlOrarl load Facrorr vsri he appiad for ealeulilfarto_ L`ntmlm Lucl D=0.0050,L, UN,a-0.0250,W x-AA1906 Rif,Tr�Wwv W o w 3,0201 'Ve15gs1llrl9olmLoad:9(�}=O.D31Afi�0.01t�;Extasst='0,0�a7.38011�triAvdlh�&�1t L0ES11®Alt+I�IARY MaAnurn Bending- -- w-008 Maximum Sh61M= LoebCombinaim 4944H ioWCombMan +D+S+H LwAgan d'rax*um c.,kgW 4.00H .xw"0}muh6ni as npen 0.000 A Span#nhwsroauamumoo= Spentf1 Span#whMS"wimamscars Spen*1 Mw*r.um twection Nft 1?wnwAad 11 rmat Dateaaon 0.011'n 10923 i AOc Lpwprd Trnfort Do%*+n 4006 fi 20218 � NlmrDwm wd ToW Diftalbn 0:013:41 Me WK VFW"Fetal comm" -0.003'n 45430 Lln numfamwASbmsmforLaidCbmbirwhas - Lctdcaal:-ODD M+Gi3leRsRd9ae Soa.na-7ceFt rctVluc Surme�d'#Mery4ua SwirerAuro Ekmr9 1A VV 11IM4 Mans• W-%w Iln W-AGr*W CD Nm riMH V" Wwoftas t71gn La IWOIt 1 2.01 2.0 0113 tiON4A 0sgn lm 10AOIt p 925 127 030 nsgn.L x 10,00 it I 015 RZi 0.10 05gd•Lz lust 1 +.32 1.72 0.611 AM414 nsanl- 10003 1 PA1 201 0.03 4040.759Lw4.7501.•K 01gn.Lz IMIt 1 1.35 1.34 0-4 M4.?S%+0.7509eH OsgrL L,! IWO It 1 vs? 1.57 032 tDAIMMIN Dsgn.L a lut 1t 1 412 0,22 0.13 +wary nsgn.L• 10MIL I all D29 0.10 M+d.Ttf0u.1750i�0.tlaYHN 010n.L,4 10MA: I 'ox 002 0,d7 4MJ60L4W5aM40.45 K Olsgn_L- IwIt 1 1.14 1 td 0m3 Gsgn L� Mat I 1,07 IR 0.72 40.5on+4.aM46Mow Dw-La f00pft I -UAW 042 0.11 191001)4700410, Nan-L- 10mit 1 OAS 0.t; arz +7rsts�ttndmllTlf O.Ae�uaes 1p�fCwatcaMlan $pin Alex. DO ILVw4mintifo taodChv6 Mrx"�d0g LurAninSpor 1 a,725 e.160 012 S.Le Cassia Dr.•LSa1sa,Idaho 83705•(208)345.8941 •(209)345-U46 FAX Page 23 of 45 i �- TAMARACK'P PROVE p~ Dwr "OTI L RfSE; Pr*d W: TGP!T-W AKM CK z QROV E o d�� r18f8��61 IYWl�Ie --. ... _IpRTN�'�OY WJ� t M�14 . t ♦ �: go too y� barlCYa 4uC�SY3�71)Brl',O.RA 7k'!'tn OAS Deeaift: CEIMONWYSiS•iv �) J Lead OwW%winn Supwn 1 Summful DumnamUt:+n 0468 @.044 to-m DA44 0.094 4W+H D434 C.70D +6+476DLr+g1S L* 0589 9.011 +0+0.7SX40'ramol 0.726 9160 *"-ODWffl -01m A130 40AX644 TON 01749 +t+0.7601N076D4+046ryV+H am Un N7+0.76D�+DJ609tDA90Y4+H dSS.4 F,•370 +R+C760L+0.7GOS+D.62b�FN� 0.725 0290 +66DD+0.66w+lbti 4180 4-194 U Only coot CA44 Lroey D,6B6 0.544 L Ory 3cor &M D_W2 wc* a.372 4D279 go* HGO 812 S.La Cassia br.-Raise,Idaho 03705•(20$)345-N41 •(208)345-8946 FAX Page I I A' TAMARACK . GROVE Fro}el uk: my GOOaS raper. B#SASf151 pm�cElD TGEt7-B902 Pr*;l Dem.UX TAMARAI.K"'QRCVE • 4! ®eir►e I Beard Anal fa frea.V c nc+lcf;tni.Aux o n taw.a> t u�f D40%*on: CC I Au fah,aa•i v — tiom Bamrf'rop"es I Wit MWWjw 2$,ODU.O kd Spin M Spent o w 8.50 fi Ar" 10.0 M"2 *-Wafloam 100.0 ir'4 a ,lC x x Applied Loads f t**bWr w0wad.Load Fachem vAf be•pp,YA for cMln:hUmL UrftmLOW:C L=0030..S=0,0250.W-0.01M At Tdbo*y Wldlh v HM ft + VAWftUftftWLoed;S(5-F) 4046G1SOAksf. xhnt^0,0 8410ft ?310 °8 fk I DlsS MIUNWARY Mefdmum lii tfmo- 2.717k-1t MaRlmwn$heor= LogdSambdlat'twt +000.750L+0.T6m*4 LadQomt4iutkm +W073�*0.790B+M LmOmolmO%11iRno"aim 4mot WNW ofRl"Munangw A000 ft SW A Mn MMAnwm ox 11 Sw 9 i Spin#vthMa aomooac!s #1 M**Oijm paflodlon MaxDwwwdUommkml Wwamen 0A77 kl 10116 mm Up mrd 7rs,simd Pe6epnor, -OJOOj;n 23661 Max DowAwd7lolalD^r,6an 0015in 7442 Max up at'r9w can.d1pn -Dim 5n 52987 Mm&nrm Faun A Stasn lot Laid Cmbkfef W -- t4MW rMK}hgjQn 11t[Sl'es Mw% SLttmayolAWtwidYli,gy ranarYo�EnarVduw 1Wrt04erp Spann M V kbmo mmu• Ak•Akc sw AiWDM79 op Nm Vawx Vra WAlkngtt Ovwl btAXw n Errodmw - 04n La 9..SDA t T72 Z.72 124 +o+ft Peon.L* SAN 1 to tMA WgaL- a54D 1 US 146 0.65 t'0+LM Dap L Y Mt A 1 022 oil OAS 40+" OW L c ILM 1 2" 2.13 1.Br 40+Q7WL"0j5oL.N DwL= Mo. 1 1A Im R51 4e•0.75m-tolmihM VOL L• 6-R11 1 r7� 2.77 1J4 •D+9t5Gt11+H tbgn L: A.Ju A t 0!9 0 Z9 M2 Die.L= 0,50 A 1 0.22 C.22 0.00 +atQf!IpLr+Q150L�0.4d0VhN I'AWLLL OVA f 3.83 rA3 D35 �D•tl1^EhM i70®rr,dOyNN OWL- Ili 1 2!d �33 1.6t OwL. I.IDA 1 213 Z.T! 1.24 nlqq+bsdt}�.GONNCJ90N -L= goo 1 430 0.35 D.iB DWL= S.b'M f pia A,,J amc f1,1er��dAA►itti 0pflectioas LoM Gom Ilion $pin #bR'-'DRF Lacarot it Spin Lmd cm!ma'c r PAIL v Obi Lowlbn In Swr ckW(a 4-M ae'M 812 S.La Cassia Dr.•Boise,Idaho 83705 (29e)345.8841 (208)345-8946 FAX Page 25 Of 45 STRUCTURAL FNGINEUR'W� TAMARACK W©ROVE PM*!7iBe: MY GWDS MARKET Foginw. Si ASKSW73M Pled 16: YOW4 gOR Pro)toaa cex 'CAMAAACK �`�(IR�IE Genera[B&OM AnelWs -%w arcom*ne,Ilia v�:�� _ RN6'xuc_{�;•qp�f MS•Y,If,('�(:F L7'�D77 01901%J : OMii�uluWlLleio-�,s �`T:t._ _ �.• velft 1elrDe-A ycininWE 6mell wrbiuXi am$ DA 4" 6.069 4C44H a$Gz UP +D+tnx 0401 &W +"Iff 140 C.DO +O46,76OLK0,16OLM OSU 6512 4".16OLfO.7 SIN 1,221 1DI7 +d+e.mAi -0.120 -Ain 404,X 4H One: on& +a+6.7ML",750L+0.49C. #H O.36S 620 +p+D.7QOL+0,TSODrO.S2S�>.H Wy 1JW7 I +OAa�Ob11Y1�9nON -0.100 -.10D +O.daD+D.i0e+a.6C19 O.!'N OiODD D OPQ O j C-03 U O91y S Oelr DA67 Via W Only -am ANO 60* M O* $12 S.La Cassia Dr.•Bol",Idaho 837O3•(2O9)345-6941 •(208)34&W46 FAX Page 26 of 45 i i a` -� TAMARACK'GROVE Pr*4 TW MY GOODS FEIt11RKEi L Enpi�oar 0 iASHSIGO pm6act0 T6�r7� rr NOW ww9 C3% TAMARACK GROVE I OOd Besm aracm,c�se»rs wr•o naal.wn•rr�a e � DoWp0oe: O.2z1 10"RE PENCIS Celcumans per NDS 21)15,IBC 2015,CW MO.A$d 1-10 I Load CoWWw6a:Bet".IM 2Di5 Material Properties Ar pl,,6Woo:Hllowablw Stress Design Fb+ 050.0 pat E:JUo&%ft of Vruli* LadCvrVrw6on118C"1,5 Fb- 860.0P9 Ebond-1a 1.2000ks1 1:0-1311 1.350.0psi Ewkmnd-Mt 440Aktf Woos Species :Dwplas Flr-SxM Fe-Pa1p 520.099 WoodG*t :No.2 Fs IB&Opri !'[ 525.0p4 awd" 28.7SFpcf BGM Brarrlp :f3ewr Is Fuily Braced aOrist Watall-Do obnal buckling _ --No ms);,r.0+t3)PCf►�23"a der;A�j �27e8 � Span=9 50 R /1}lOWd Loads ';.rr ea;:ads errand.�.wd E i:''arA w. Lie ap•-sad;x ralndz Baem eilf O*M CWDUBted NO 4116e01D;03f6 Unfaofm LOW,0■O.0050.Lr-0.U30,S 10.0260,w=-OA1WW.Tllbatas'f Wkft 6.0 8 Union Load:S_OffM7 kx-TWwwy VAdh=5.01 VAMNUnbn Lad:818,R-004WV-*.0 Ilk E>sW•at A.4WR.TnbWiM-1.0R frta L m Bmdnp Stream Rato O.aAR 1� Mmdmum Shear Slims Rai lic Satan tared kw this span 0.20 Sw*un used for Uwe apes► fM2zq 1b:Aca.o1 - 848.86ps4 Tv:Actual _ ay.82psi FE-Al wmdwa - 1.2'70.75pa4 Fr:Ah"ble - 207-00 pal Land Co rbinm _ +D+g4N Load Cortbkartlon - 4W54H Loc0ondemardvirnonWan g 0011t Lowironofnndmumonspan 0.000R span 0 rmve MW-;r1n oava - 9panlf i Span Y sMm ew;mum ocot■3 ■ >po o 1 McAmum b0bc0on Rise t]aw wWd Tr4a*wf a a"1on 0.309:n Roca, VD-ND Nis Lk wird Trarraiant ISuilaeeae 4).110 m Raab, 55E x360 Max Dowp"td Tow odeslt m 0.151 in Aeee w 3:5-180 Mae UNwo erd TAW 170kc00 0.D4fi to Raffle. 14a1 Y'1dD Maxlraunt Fwsee ds>'98+laaee ftr LoW Co411bi41eWas _ (R,*Go*1 bon 14u taw<iftrks h�rllpntY{r+sN �nuY.trsas ftTnrdfrrh Cp-i1 M M r0 Cry CI Cr Cm C t CL M b F'h tl N Fir 4w11 a,oa roe on cae L#-J*=M* 1 a 195 Q me Or90 1.3m 1.00 140 I'm 1A0 1 P1 0.39 104D2 995R T 15 464 11210 AK-V-) 1.9m 1.00 1.C: 1* 110 1.29 (t 0R MW O.C. WX I,M1ah49i44 1 00a4 a925 1Ao 1.30a ].a0 Im I'M 1.11 t3,F9 0A1 1r*AR 11`4.90 0.19 4.54 1100. +DN.rH+ 1.300 1.99 I'm 19D 11C 4rP S.10 7Nm 04p) 0.130 Lesarrae!101t 1 0IN 0.107 1.25 1.300 1A0 1.43 1 V. 1'7 log 2D1 APM 1 e4A %?1 24.0 22Ur +M+H 141A 1100 110 1Ri VT I 71 OAR 4100 041ti e.o3 "=a30H 4 0599 0.110 1.1.4 UN 1A0 Ix 1A4 1x,^ IAl 3x tV;f.PR 1l7e.78 1y. 3 a x91% 4"tow,750L4H 1.000 I'M 1.01 1.Cm 110 1R1 CAR ON 071 coo 812 S.La Cassia Dr.-Boise,Idaho 83705•(208)345.8941 •(208)345-5946 FAX - Page 27 of 49 � S STRUCTURAL ENGiNCERING TAMARACK . 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INKAWSIGIDEL On*d Descr. COX 71 --'--6- TAMARACK GROn Fwood Cow= Cdculkithms pw INDS 2015.JOC2016,C8C 2016,ASCE 7-10 LoW Cam6nxtiurm(Juk:180 201S AmaW,4POW: Alowshim fteve Devign Wood SKEM Norm 2xQ FOid Fj*Rm -rap&So tom WinW Wvw-Gras ioAsnu4 G1111144d W~ OwdCamin halo ft SA it Need Membfflpe grown Wood 5per»es voymn PR-South Smttwkb IMm A9wSbmWfflko8xPafts Pa . wow Orwo NO-2 doq* Fb 4 Arm jo?, ClOrOpbrOnewOm 1.10 MO pd Fa 100.0 psi k 20.7W*N C"'Obt tars JA 1,30 Fb- if50OpY F1 525.0 pM Fit-Rb if j.6j7 bm itrr:VAtUfia Faft lA I.Ma P6 Owdy 25.70 Od alerpimairmtoft 1.0 sma psi tar nv1LhoFxu 1.0 E.WaklLbs of EMA',t i- **Oman Y-Y Bw*g ANIM uAkatruAai8 1.0 Bask 1.200.0 1,204 1,200.4KM Lbe Ou RepeOw? No Mhtlrrinrl 44U 440.0 Otm immilm kv ddbcdm OAft dM Mawas: X,X(wNti)W. Kly bwwd mg"bwo*p"U AKV Y-Y(dk*)W*- MY broad a0mbumdv dwv Y-Y At Applied LoAds 591 st'mdr trftraxiL'-nor'Faclom v,,;g Oa jR%I,4 fir rxiLmm self wd.qht kbkd:1303 Itis UW Und Fadu MAL LOAM... Axial Load at&20 k D=0.100,L a 0-1130,9=1.220 k DESMUSUMNARY- Bg,idinq 6$hear Check Rmik FAN Vax,.'kxa)45ardrq Siress Ran v 0.1154-1 *aatwm 3ERVICE Lailand Load RoacOmm., lam CwwQft -Q4.760L47MI1 TgpWpnpY-Y 010% Bubm allang Y-Y 0,0 k wwkkg ism FarjTb Camp Oritly,t/Fc' TTWarVX-X 0.0 A ftsmalmigyx D.0 k LOCOWIFFW41matrees 0011 Alm mOmffn 1nmU*wWLwsWe. A1wQY-Y 0.0;11 at D211t aWobw A%.46 Awd 1J629k k-ked cmftdon-rite Affiow Ma AW-A My MOM 0.0 ai A 0,0 j :above bee Fe"Aaam IJ07.75ps: to-111111 CWWI%&R:info Oftr Fagan Laid 16 ultakft AwmUs almuo... 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EPoYIBOf 814ASfl51GDE1 w`-1••. �,•"•'•�•• �'�ar� PImDT'eCSD64C' �lC TAMARACK' C3R4VE W*W Column vercxG/IG 1e?br•ItAkA ti; 1U► 0mt+b0ln: 2k0 �ryc+—! �1difM111 FDaaatlons :Joto:taffy r.��-:•,o rMc1w�S i�1 r'„Ic� Y,XA sRmWW R Y YA*P4m*n $At RHdla1 yY-[fU MoRnn 111 Ma•Evf 1k.Nnb Combinafpn *Been Top 49 ale ®TOP §am flop T_p O b- Top 40+L+H 089R 40+LOH 0119 �+S+H 1.709 +G+9 700Lrw,iSOL+H 0J14 w�o.rnOl+Q�'008:H 1�Z9 +D+6-Y�IF+H 0.179 +D+0.7500r+0.76DL+0.4�iN+H p.774 *Ii+D.i1o1+4.75aS+O.46r;S1IMf 1.0Z4 �•a7�+anas•asz�+� ,�Y •4.OaD+o.eDYWBAaH 0.t� +0,80G+q.70C'a4G� O.Y01 M� 0.179 Lf 0n1, LO* Ori3 Sod, tx 4 wanly Boni, H04 01e0ftom Wfbttloas for Lout CombNadgu twJ jrbri stcn Nay.X X lk'.inn (ffoi+e� MaL Y-Y DANcOm DW" +04K OAa00 In 6A000 Om A 0001 *o+L4h CA00 q 9Aa01 +O+LFO. 1=In DAmuft CAD m 6.000 A +O+Q+H 44A00 In DA001 =0 a 4.0 m 1 � +DW5d.40-TSOL+H aLaGO In 6011111111. 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C;Ltaiodmr Donut,nLurls Lol:atlan: Cualor m e.mai, FadenN deecripfton: CYalt"Mot; X Jeou►Onte A Ands r Pm m eta+■ General Base lthterw oeafgn r4t44wd;AOi 3lV4 Conoreb;NorrmPm 4M L1h1m:kspsr d unihr Concrete U tc me.h{krchk 4 00 Saw Cracked J%nciror lntssrnWmrl: Conv"Le o wm"th,r;tps►k 21130 wr Am type;Caaardapacmw W.V.1.0 -MobwWt Carban Steal RoWwoum-xil[xx1ft' l3 k3 iWap B 9hur Otetrreler/fmtt[)rO.375 SupplemaM IrwktoO"wr,•Blotappumb Nominal Brtbe&nwKdepar('irm}!2,500 Relnfatemot[t provided at=Mvm No Frine wa Fmbedmem depth.h„(in� 11YO 00 not nKbsme nwume bMWN*ut na linden:No Cady rwcrt:It;GES E9R-TT1a 00 Ml erVe]apde eu„wuty bmmhn[h:n a!•aer Np POW MkowY.1 lwwre 9do mqdmmtt 14bt rppbuable Artpltor4u iftrl40 9uid•oP®routpad-No fwn0mm,y 4.09 C-cnchr:M ease Plate CiA,(!x:h) 1.75 Lanjohx Wldlh x 1i11ICMeae pncl¢:L{'Q x 38-0[5 x 0-04 S-�,{hxh1:S-OiF farad and C,tmmq Load factor wAma:AC1319 rwU t 9 3 t nad cor.*mCon:nol eat Salarrfedesfpn:Yp► MKdwn^J*vlod to meta n4d tseolat Not applltabfe Owl6tyeaatbnfor ta'te::ti;172.34,a IJ)e+jjkpW Oullitysoctbn ror shosr.17.2,3.6.3(b)I do 0.Motor.Aot Lao ApMy emir-ahear lend et tfwl mr No Adtciwn only reg%ft VArid mKV%x swisrnit ytrs Wy ey y1w a aIN Input dm wd ruuRa ra-A be dhwbW wrapm*3wA wAh ftem inp c.-cum•Ae:per[he oWndmdsand jpAdA rAw bi.dAayd kt Prca!iy. mew.La Post"Fl Awjw4 pw&"Mor,t:AUw bb;how,9a6Aft.wc; Fac913JI m/i rnraAs Ifemin 812 S.U Caaala Dr,•SoWw,ldaho 83705-(208)34S4M4j•(208)345.5946 FAX Par 32 W 4S i C lGE17,5H2 TAMARACK"r-GRO ® Anchor Designer', compay. T.nmrs*&,mnErarm dnn I oWm: I W5530V „ Software Efi~ eiksomsl da IpWW Im TGE77 A902 Yernun 2 h 4 J7i,0 Phone: E-i m! 0 � _ o s r f � - --••—'- 18.00 -- • _- 18.00 Recommende4lywhe► CcAo Reowt CC-ES ESR•2113 InPw 41W4/MG fat1�1 ei-,p 6r clrckad rMi0leNneXl rl�ths oft['Ifs c�:n�}ha�endad9 and gildel�acsmu9tDd C7brcNiO},v p�yp�+�, 53WW.LaPOO=OW6vWd Mmawgagg a4408 +normM,OOLd. -)Fa,cKIJA i.Mill WANSID..2"40MO 6128.Lo Cassia iW:•Boisa,Idaho 03705•(208)3454941 (200)345-8946 FAX - - Page 33 of 45 i Vml TAMARACK 79 GROVE ' Andiw QeftruprIN oanpararr- rererradr GMC Esalneesinp Dow I 9N2=17 Soft am 1A1f i d@I 315 as = Ves'slon 2.5.1�338.0 Ad* Tc t7 98D2 daraae: pww Egwk Hrwife• T"omk)ad, 8hearbsadx, shearlol % $hearlmd tousWed 1 300.0 O.0 040.0 MID Sum 300.0 0.0 OW0 U.O Madmen mncrele cCerpnssim atfe!n(%.k 0,00 KFiOua 3+ Maedmm tenerots Omptswn mass Lomy 0 RcsutaM"lion Jerre ph):300 Resulunl mrv,im on farce pb):0 txor*i4y dmsu(trnl WrOw i rm in x.wlo.a'„(irehk C.00 EOCCWCtty of resuYlnl knsim bsce3 In Yeah,or,(er3r�0.00 Eoc?W,City Cf rose;tanl ul,mr form W x-sou.e',•,Qndrk OAC n a:oemW,dV of rene'Nnt mover fame u+y-axs.ofv,prchk 0 OC Z— ! %mL$%WA .?7.4.st N.Qb) t0890 �Sr4nJersS�Brneanet Stnaortir A{BOfhnLs^Temion f3ta 17.4,21 HA•fr.r.�s.frwr'(EQ,17A.253a) r (pal) Jk-(in) k4(lb) 17.0 1.00 2500 1.770 2003 D 75 h`a=Q76pi(Ara<l/��'9rnyi,w4�,sNa(gam 17.3.1&Et 17.42-in) A*Qns) A4►.(In' 4,yer 5h) yko V�v V-i x Ifu(11f) i' 0.75Mes pb) -r Mau zs.z0 0.00 1A00 1,DO 1.000 2m 00 976 R psq +�l,Qrm.L�tne tss�17,a� 0.75 fw x n,76; (Soo.ll-%I,f q.17.4.3.1 a Qvde Report) A N (lb) r.lPi) 1.0 1.03 12,35 =3 n.m C.AS 002 AlMfthLWraw^jr ebecladadfirapnamerWNtsettIDlrgv,mnmmrmthemon4ardaandamidsumsMEbedw*udlerpc.at"4. l4hE W.lasPoplar BxWsralM GWeareen,CA19a33fi FLftYx 9 r.Be 1a0u f Rare W&R?.3M wew.rr►u.Vk-wm 012 S.La Caeala Dr.-Bolse,Idaho 83705-(208)345-8941•(208)3454045 FAX -- Page 34 of 45 r'T0jtlf-tWajr0;:MY GOODS MARKET TAMARAiC -T ORUVE W u 3 E U, . r: ° Anchor Designer'e1 Carwrm "ramerack Qm a EnoumrbaA rldee 1 affiiiiv Solllware e; 7GE 1 Pa 4J5 ne rcf317-7-aecz Version 2.6 8J28,9 qddmmw rFpw e-In : 6 S�+LSii�madhlltAoit�O[.I.a�i[L�s�17.5.11 V Uti) " Jt-,V-Qb) 1ss 1.0 0.60 P.Cenar&b Breakout&'tneoth of Anwter In Sheer ESM 171Z 3f wPerpmrdeufertoetmetnyabrnuhux VAY.-In 71t/QF'`d Mg.1r'4a2a a r.1 USI 3b) �(In) d.(in) JA P�lpal) a r6;4 V"Qb] 1.77 0.375 t.03 250D 4,00 2239 Wur'"" (StrG17.3.18 Eq.?7S2.1i) An(in') AvrJW) '7"e PIN yix V411b) r+ Ovwob) 415.W 7200 1.000 'sA00 1.225 2339 0,70 1337 ShowparmW re edo io lr tffwc@Ofr: Vj.ftMMl7(/e/d.�''rdr,:r cr 3;1i ya1 'r1(E9.17r.2,2a&N.17.52.2b) 4 On) 4 film) ie PR(fs), wr 04 Vr Ph) 1.77 01376 7.01r 2500 fi.W 9[W W.y=6(2){AMIAr.•F r,,vvkv,+h�V:[S.c i7a.f,tx. .1(C)a Eq.17.9s.1ay ALOn') Av:rWM / v Matl 111.v ►'�(b) s /�'•lb) 72.00 1S240 1.000 1,ODO 1.SDO 4296 0.70 4010 10,Concrete Prew4 Atinob erf Ambpr 1n Mmar(Sac-1T!11 --dko.U..L-w(AacrA,ra7'+wr'/;xU:rW4(Sac.11.11SEq.17.5.8,1a) kp A,.,(e+6) At.(bg) Yr.:,:.x Ysor Y'n,r—A OW sdVaQe) 1.0 7.$.Z0 x9.2U tow 1-000 1.000 'sr902 p70 U01 11,Reurm t0 raclloo W Tanana nral Sher Famm r&,r:.1 Tension Fadtu.nd Land.N.-(14) N,0n SK-91h•*No(Ib) "Alb SwL% rL-c m 7079 0.04 mm— OQPICF"*lXCek0,A 3II9 74 4.31 Pcr; PUMoul 3U9 1m 0.50 Peas[6lovems) Shear FaaNnd lead.V..Ohi Qe52n Sren90r.W,(b) Rabb SW0e _ S1Ad E5o 1713 0 3N Nuwm T CONCY1 s brW%MA yf ON 1337 01.99 Pert jew4ms) 11 Caenala lr@rout w ss9 4010 a lls Put(Clwommr:) FVYULh fiSO 1401 OAS Pass inwraWbo.) x�ck 1J.. N. V. CannbInsePA O Ie", Ebro Stalu6 Soc.17.53 050 0.49 96A1% 1. Perm 3lr1111 Tftm F+q Anom:1S"(64 Mn)meta the• *Ow aerga edawle, btp fi deffi and raruta eb-A be rn WM for igreemee Wh ftoklino n�crmen.eear,�enerdnwle and guld*,ea roan be a0wid 1a-.plaam•ry. 6996 W.Lai ftele.f4P4nX0 f�leeHr[elq 6]l414�B lreanc;t�'S.SW,9.•Xl Fit 94 v.da/ae7i UM1rk e11P'j�'3.eblrt 1 512 S.La Caaala Dr.-Boles,Idaho 83705•(208)345-8841•(208)3454W48 FAX Page 35 of 45 i TAMARACK` GROVE G 1 :, c E " I A C CiYil Tii� Anchor Designers"' ramatade(iwve - insert usta 9MV2017 Enonver Bkuh goe1 1a o: I SV5 t Software d: TGEIT.89M Version 2JLe-928,0 IYduays: Parona � E-Mu: IZ Per deawerinPuL ducUfty mQtArerneni for tcnron lame been ddccrmcd fo be satlefied-z des%,w to v", 1 -Per dW"kpukdraahby oRWromeric for shed.F.vve bwdmimml+vd tote sdllad—daanyaar to verify. � -[]ee�nar most vraercive vem judgemere 1a determine if N�dssipn issuttable. -Refer>s nnanuiaduretc prtduet I.karaero for Aye cleaning and Ihabte bon InsCueaena. rnpui doe Ind a emmmieMmm me*=Adwft and yuidsh m nml he dw k&fm pdir"14<.y, NOW W Paeee9 BoVemd Memnrnn,CA 94M Phw*,91e,Marm Feat Sa 624t=j w*vjj*aCYAOrr 812 S.La Ce ssla Dr..Bolas,Idaho 83705-(208)345-3941 •(208)346.9946 FAX Page 36 of 45 i I I / 4 �I g MATERIAL PRINTOUTS AND TESTING REPORTS 9>1 IB SPAN CHART Ir �� kv p o♦ o � • y� h. I is:. u 6 t, ,• Iy 1i c- �~ . :;a .. .. 1. * sEcsl• B42 S.LA Ca"13 ft 80150.Idaho 83705-(208)34&-WO 1208)345.6946 FAX Page 37 at 45 Y I I I F�iTr�Li CALCUI-AT�014S - TAMARACK i W'7 C;Me 9.2 IB TESTING REPORT J01MM IF.MONTAGM Cft sir 1315 Owdava Avenue CAmb"la,Cal1111Msiis 91207 ")2"- M1 Leo �y YY b�of ii SM'"RTING ENGINEERING R3:MT MW GMM ML APPROVAL APMCATZ40H IMPERIAL MANt)fi1lC' UR.TRG 3.S—INCH AND 4.0—INCH URrmiAN$ PANMS 3,5-INCH FISEgGLASS PANOW RETURN TO DESIGN Prepar" for Ill =MM ?IA WACMING 2171 N.E. •194tA Portland, OLvgon 97210 August 17, 1993 812 S.La Canis Or.•Bolaq Idaho 83705•(208)345-8041 •(200)345.8948 FAX Page 38 of 45 1 s '_�-- 1� , — .4 STRUCTURAL LNGM-ERING TAMARACK GROVE This report was prepared for Imperial Manufacturing for submittai to the City of LO* Angeles, RoSearCh and Development Division. The purpose of this report is to provide supporting engineering data for Imperial xanufacturing's applioaltion for new general approval of wood-fewlslroodfrww-vreth,ane- and_fiberglasaa-pane2a* a z"!- their 4-inch high-density ursthivw panels. A brief overall deecription of the compeny4s product is provided in the aaoampanying brochure Pro-PabrIcated Valk-.T'n Frsesers and Cbol,era. A scrim of tests vas partorued by United States Tasting Co., Inc. W d by Underwriters Laboratori.s Inc. to evaluate engineerinq properties of the, panels as they are usad in the construction of walk-in cooler and freezer boxes. Their reports summarizing the test procedures and providing test results accompany this report. Both of these corporations are listed with the City of Los Angeles as approved testing firms. Formulas used for analyzing the structural performance of the refrigeration panels were derived from Wood Handbook: Wood as an smirlos:ering Material by the United States Department of Agriculture, Agriculture Handbook 72. ZLW COMTRUMON Panels are nominally 4 feet wide and are fabrivated in a thickness of 3.5 ineh" and 4 inohes up to a magfnun length of 21 feet. Panel skins are formed 26 gauge (.018 inch) stucco-visbocsed galvanized steel. The steal skins most the A-13" S A515-87 specifications. The 3.5-inch panels -have a 2 x 4 vood frame (ND) with a flush edge. Tha panel skins are fastened to the frame with 7j16-inch staples at 12 inches on cant. The urethane core material has a density of 2.25 pounds per cubic foot. No adhesive is used to bond the core material to the panel skins. The fiberglass core xatorial is in the form of battts and is produced by Certaintse3 corporation. The product is listed with UL under File R5832. The 4-in0h panel is constructed with a highs density (RD) urethane frame with a tongue and groove type edga. Panela are fastened together with Kason type 1255 and 1156E cam- locka. liaxisunr spacing of the Cara-looks Is 48 inches on tta high- density frame and 57 11%chas on the wood frame. A catalog 1 812 S.La Cassls Dr.•Boise,Idaho 83705•(268)345.8941 •(208)345-8946 PAX Page 39 of 45 lojoc-t Jwile:MY GOODS MARKET STRUCTURAL FNG1f4EER1NG TA'r�[ARACK' `ClROVCALCOLATIONS i description of the Kasai fast u mr is shown on Attachment l - 910d Rall Panel Fastesnars. Schonsatic details of the wood-frame and high-dWkfilty panel Oonneationa am Own CM Atta,chnent 2 - Mood CWMtraction Cum--Lcak Asn6lebly ate( Attachment 3 - RD Oxwthane Construction Carr-Look Assembly. Ceilinq panels are connected to gall panels with at least two ----tastenar" per-panel:—DetaAke- 1wMn; o7r- Attachment 4 - ND construct—ton Gate-Lock mail to Ce111 And Attaatmeak 5 - HD MUM& COANtrUCtI N Caw-Lcak Wali to Caylfsng. Nall panels are tied to the floor with at least two can-looks per panel. Where a floor panel is uabd in the construction, a hook and strike assembly is provided to connect the panels. Sea Attachment 6 - WD Coaatructlon Cxa-Lock Wall to Floor and Attachment 7 - RD Donalty Urethaae Can-Lock Nall to Floor. Where the wall is connected directly to the floor, a metal screed and a floor angle In used. The angle in tied to the floor with drive pins and is connected to the wall panel with 014 x lh-inch P.M.S.x.s. 0 12 inch" on taunter. see Attachment s - Cooler Wall Paced to Vgjl4jng Floor Floor Angle. Supplasmenta.1 information on the sanufacturing process and the panels is presented in httachment 9 - Product. Installation procedures are outlined in Attachment 10 - walk-In ThBta.11ation. Van ntHampfi BOBBY United States Testing Co. conducted a series of tests on panel sections provided to them by Imperial ManuCacturing. Tests were performed to avaluate panel strengths and load transfer across Coinhections, the core material daneity, and water absorption. A uwumry of the test procedural and test data iB provided in their three reports dated July 30, 1993, Which accompany this report. Tact& performed on the va13 panel to ceiling panel connection were considered to be applicable for the wall panel to floor penal connection. The core *hear modulus, tension strength, rehear strength, average deaaity, and water absorption were determined rronn tests performiasd on samples of the 4-inch panels. These tests are considered applicable to bath the 3.5-inch and 4-inch Wale. Surface barninq characteristics tests on the panels were performed by ihndezwriters Laboratories, Inc. and their teat data is presented in their "Report on Surface Burning Characteristics, 8ut2dfnq Units Under the Classification Program" File R14667 dated July 29, 1993, j which also accongmudeses this report. A susnary of all test results is tabulated in BLS l.A - ipmaxi unm PROPERTIES, J.S-SINCE hr1D uRzTHAAfR V= PARELS. 2 012 S.Le Cassia Ur.•Boise,Idaho 0706-(208)3454MI.(20a)34"946 FAX Page 40 of 45 I I CALCOLATIONS TAMARAbK�ROVE C i N F S TABLE I.0 EMG11(13E UNG PRQPl4RTIRS 4-1" HD 1lRF.9.'FiA1tt8 CORE PAKETA 017M TRANSVMISI5 LOU [see graphs in UGTC reportal 6tt311Rt STRBf GTH STIPMESS lSiutiauE 639 ppf 7406 ppf lsinimula 562 ppf 3567 pp#; Aw"C s 600 ppt 4947 ppf .COXI?RWS VZ BEA nM: STRENGTH K%Xilm 19700 1b& Minix= 13700 ]box Avralcage 14000 Ibis PANEL WO PARR CQ FT 0111 !MMON Sam maxim= 1030 The 1675 lbe Kirin= 850 lba 1.525 The Average 060 lbs 1625 lbs 1/�1�g�1\{l�a' P �L}}ppy�AAN�A��L}} TO CULXNG Pa1I�fRFs M} yyON pHM yaxima= goo Us 1800 lbs Hiniaum 940 Ibis zaso Ibis Average 960 The 1735 lbs WALL PA118I, TO BASE ANGLE t'0d1NKC. TCkffe. SEM xmilwu 1270 The Minix= L200 lbs Average 1220 The P21tiR1'i AND CORE STRENG". TENSION SHEAR SIRM MOMS wMimu>s 17.2 Psi 13.7 psi 295 psi Minimum 12.5 psi 8.7 06.1 X84 psi Averages 14.8 pal. 11.5 psi 241 pei. CMIZ FLAlKUXLTTY: CORE STREL FACIM Flame spread t0 40 smoke Density 450 >500 CGRB AVZRNGE DZUSM.6 2.397 pct r CORE WATER A8s02>a' 1031. 0.462 pot * Coamneatio+n to wal.l panel is made vrith three O14 x A-inch 5 812 S.La Cassla Dr.•Balsa,Idaho 83705•(208)345.8841 -(208)345•a846 FAX - — Pao®41 of 45 K_ I I I i I ANLERIMS TAMARACK ©FDOrVE since tba naxim= snaps factor tested was limited by the testing equipment, it is roconniandad that the maximum shape factat be extended to 3 t 1. The maxims and shear that can be resisted by roof diaphraq= should not exceed the following, 3.5-Ixa* WEB Urethane Caere 400 pal! 3.3-Inch WD Fiberglass Gore 169 ppf 4-nob HD Urethane core 200 pp! • ahear Walls Though testing equipment limited the size of shear wall that could be tested, it is recatamsnded that the v xilmm distension ratios of shear walls be extended to 3:1. The maxitaum allowable shoax jatads for the various shape fact=v should be: Sh.apa Factor 3.5-Inct 3.5-Inch 4-Inch (height:width] NO Wathant ifD Fiberglass HD Urathmm 3.If : 1 133 56 67 2.0 : 1 200 S4 too 1.5 : 1 367 113. 133 1.0 : 1 400 147 300 Can-Look Panel Connectors The aheax resistance and tension strength of the cam--lock panel fasteners should not exceed th■ values below. Those values can be increased one-third for wind or csalsmic load conditions. spacing of eats-look connectors should not exceed 48 inches for tho 4-inah HD urethane panels nor 57 inches for the 3.5-inch WD urethane and fiberglass panels. krrAWARLL CAx-LnG 8HHZR &M TEitRTON LOADS (lbel -a-.Lncn W ra ne %,-crate Pawsneti. 6a6 330 3.f3--Inch WD Fiberglass Corer 8a nal 804 130 4-Inch HD Urethane Core Panel 340 320 15 i t 612 S.!a Cassla Dr.-Bolse,Idaho$3703•(2011)345.8941-(208)345.8946 FAX Page 42 of45 i I F- 3 _ TAMARACK,'n'GROVE • .ram . . United Mates TeWng Company, Inc. 196263-2 7/30/93 r 1. LMME 3l9tL7 an (CxaQt.S frail Panel. to Wall Panel - Shmm r Test (Cont.) tys Specimen maxim= Mods of 14a�.1 risilure 1 10600 Latch bent, tore pia from pia assembly 2 1,775 Latch beat, tors pla from pin assaehly Latch bent, tors pin from pia assembly Averages 00 wall Passel to Coiling Panel=TeeosilR Rust Procsdure: Thu tensile toot was performed by securing the floor panel section of a wall panel-floor panel assembly onto the Fixed plats of an instron tawhisw and applying a tensile load on the tastemr by pu;lllnq the wall panel away from the floor panel at a crosshead separation rate of 0.5 incbas per nimtte until failure. The ultieeate load snstainsd by the joint assembly was recorded. See leig-are Ka. 2. Results% Specimen IM imum noels of Load I lbsf.S T il.ure _ 1 11200 Latch assembly torn thrmgh rAml 2 1,220 Latch assembly tore through panel 3 1 220 Latch assembly tore thrmagh panel averages 1—,alb ttt w a 1 1 eeiltR�q Fa9t4Msr "(Mile TAMt (y f,gure Sle. 2) Appr'Q by. page 19 812 S.La Cassia dr.-Bolse.Idaho 83706•(208)345-8941•(208)345-8946 FAX Page 43 of 45 TAMARAMOr GROV f; E 6 1 • Unftd States Testing Company, Inc. 106265-2 7r30tp3 7. rAMM R'1'R]cift.'! Tres (2M.I--- _ -- itall Paz tj to tiling Panel - $hear_'test raCoduret The shmm toot was performed an an instron machine by securing the weal panel section of a wall panel-ceiling panel assembly onto a steel plate anCh that the ceiling panel hung over the afte of the steel plate. A shear load was then applied to the joint of the =supported coiling Wal section throngh a wooden U4, placed flatwise along the joint, at a crosshead separation rate of 0.5 inches par minute until failure. The ultimate load sustained by the joint assembly was recorded. Sea Figure No. 3. sites specimen KRx1xmm Node of Number Loan jaw.) 81tilu" 3 1,954 Latch bent, tare pin It pin assembly Z 11975 Latish bent, tore pin from p4n assanbly 3Ave qaa I Latch bent, tor* pin from pia assembly I ,9�5 Mai c r e 77 i rrtttttttrr � i it Fastoner Shear Test (Pig=* Ito. 3) Pr d by_� page 3 i i 812 S.Ls Cassia Dr.-Boise,Idaho 83705•(208)346.8941 (208)345.8946 FAX - Pags 14 045 TAMARAM GROVE • 9.3 SWA_ a a 1 Screw Capacities 'fable Notes 1. Capacities based on AI5I 5200 Section E4. 5- P411-01A Capacity is based on the lesser of pull-out cgRdty in 2. Wh6o connecting materiels of dp}afent steel thicknesses or sheet dosest to screw tip orbensiun strength of scrm tensile strengths,use the lowest values.l'abWett!d value-% 7. Pull-over capwAy is based on the'•csser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength or saerr. 3. Capacities are based on Allowable 5tearwo Design(A&))and V. Values are 11er pure shear or tension loads.See AIM Section E4.5 indu&-wftty factor of 3.0. for combined shear and pull-over, 4. Where multiple listeners are used,screw&are assumed to 9. Screw Shear(Pss),tersion(Pia),diameter,and head diameter have a eenterto-centcr spoc�np oral least 3 times the nominal are'rom USH Tech NCte(1,701-1.2). dlametor(d). 10.Screw shear strength is the araerage value,and tension strength 5, Screws arc assumed to have a center•of-ccrvw to edge-of-steel Is the lowestvaiue listed In CFSE1 Tech Note(F701.12). dimension of at:"1.5 times the nomitwl uiameter(d)of the it.Hlg-htr values for screw strength(Pss,PM),may be obtained by screw. Wdfylnp screws from a Specific manufacturer. MEMO wears Aaww I Manlm f7lstlaae lree.e 0si�' Yi11 Mail. PM SUftft-4'864 Qhe•tYJ{O►lIa�01{1641►44.11i44►r•1lftbt)IrMCt70l4P14�A6236►1(M3agY fb+lilies) OMq �� I.d i••4 a_tW&kOL2 ftW a10401►0Yr!'NraA allerdy@a41•N�a 021e'4sa.a111eNra o7e9.41fa40e"ard Use P10110A M140M Owl 110091111MOM tI104111 ►1i0d dlOrc4 !{eau `hed•1`Drao.er Baer Pu6o4A f141 li t-3114 33 s: 24 bl 40 7ttM52 33 1115 :{ 105 [0 44OMM as 33 62 37 rf7 49 41 m 1W IM t 67 lie ro I 4a Mt E3 YJ is W Ire 143 a4 SS Y7a 111 15 1 1 A 215 M am" 11 45 iNF 140 94 n 64 701 110 Ala 43 e.Mat 33 41 214 149 244 94 116 345 210 IN 3 6 3e2 94 4A 54 sAM 3'3 45 24 140 344 Ila 137 3e5 311 150 433 424 1SO 021 4o OM3 33 46 214 140 426 +4{ 173 316 &P 19664ael 0,1011 M 40 214 tW1 4M IN >Ns 1B1 ill ' 2bo f rn :Ow 1A m 1 A M5 040 61a 24t 7 2 M 0411E 60 is 214 140 426 1* 105 54e 2rt 166 717 264 its eat IN 04eai alai] 60 M 214 140 4M IN 106 649 361 M4 777 I4as I its me 466 1p[7 66 1• 1rQ 4 1 M 640 777 t 1 h7 °�Ie!d Capacities Table Notes i. Capacities based on the AISI S100 SpeciflraGon Sections VA for 6, Transverse capacity Is loading in perpendicular direction of the f llO vmids and 12.5 for flare groom welds. length of the weld, 2. When connecting materin Is al dlffersist steal thicknesses or 7. For flare groove welds,the effective threat of weld Is td4sile stringthf4 use the lowest values. conservatively assumed to in less the 2t. 3. Glpaclties are based on Allowable Strength Design(AGD). R. For longitudinal fillet welds,it minimum value of EQ E2.4-4 4. Weld capacitles are based on E50 electrodes.For matw V 92A-2.and E2.4.4 was used. thinner thar fis fnl(,0.0:10•to 0.035'diameter wire electrodes 9. For transverse fillet welds,0 minimum value of e4 152.4-3 and may provide best results. E2.4-4 was used, 5. Longltud'nal capacity Is Considered to be loading In the directtan IO.For longitudinal Dare groove welds,a minimum value of orthe inngth of the weld. EQ.E2,5.2 and 02.5-3 was rased. 1 tiles rhp fr I f�a11M/a I 1$A4tff{{Natla6 TIL9 f laalAlMea tlar4wre i t�.iitet7y 71a6nwrn oodhe 43 00451 33 -- 45 4" 1 M 0.0446 0 45 ate IION 09 Y e.0113 31 46 719 ( Ills aM l !WB 4r a.1an 31 46 111J" t!M .1 64 on 6n I a115 lbw aid t262 11 e.W13 s0 6s fig 1972 1141 te14 91 e.f21 So 45 121E I 11M 'rMW csperM nv$%WrW e>!UNU PVAW Main d 10-M Vr/Ies mW.er."yJ�i'1"aN m Ulcrr7rmbrr PoYW"'V4 WJ OW WZ 70 A#M SSP%GM Coornyht IV20 4c of OnSW44 312 S.La Cassia Dr. Bolse,Idaho 83705•(208)34&M,111 •(206)345.8245 FAX Page 49 of 46 9 P EC I V I MAT I O AI$ ROOFING (3) ea. ISO Flat Board (48' x 49' x 2' thick) Outdoor cooler/cooler combo (14) ea. ISO AA Sloped Board (40" K 45', 1/2" to 1' slope) Vinyl foam NSF gasket (1115, joint thickness), Cam-look layout #4 (3) ea. ISO C Sloped Board (45" x 48', 2' to 2 1!2" slope) CD (11) ea. 180 a Sloped Board (40" x 48', 1 112" to 2" slope) SPECIAL INSTRUCT](W (11) on. 190 A Sloped Board (40' x 481, 1 112' to 1' slope) Meats 2000 Federal Energy Independence and Security Act Requirements. (20) ea. Fiberboard (48" x 86' z 7116' thick) Masts 201S Washington State Energy Code. (1) ea. Membrane roofing CN Min. R Valuo freezer walls and ceilings 11-32. (1) Ga. Membrane roofing hardware package N Min. R value freezer floors H 28. Min. R value cooler walla and ceilings R-25. STAAIUARb NOTES: r Doors 45" wide x "' tall or less are self-closing. TO Drevent condensation, a minimum 2' from the walk-in exterior surface is required. High humidity conditions may require force Standard crating ventilation in addition to clearance. C) WALL PANELS Installation site floor must be true and level within. 3118' par, 10, or additional costs may be incurred, v� Construction,: 4' high density urethane v r 5' high density urethane STANIIARf1 !NGXNeERINti NOTES 1� Exterior Finish: 26 ga. stucco galvalume ! 28 ga. Stucco white galvalume roundaticn, speclni inspection, taotings, anchor bolt embedment, edge distances and all reinforcing are to be designed by a qualified Interior Finish: 26 ga. stucco galvalume professional engineer based on concrete strength and specific soil condition at the building site. Ceiling connections: Csmlock Foundation and freezer pit to be designed for loads designated on plan and/or in engineering calculations. Floor connections: Angle screed All foundation dimensions to be field verified. t�All mechanical unit anchorage and support to be designed by others, CEILING PANELS All connectors or elements in Contact with aluminum )FACE to be stainless stool (STLISTL). COPY Construction: 5 112' wood frame urethane If walk-in ceiling is suspended, existing roof structure to be designed by Others for leads induced from new walk-ins Where sham on Exterior Finish: 28 ga. stucco galvalume plans and/or in engineering calculations. anterior Finish: 20 ga. stucco galvalume Walk-in is designed for code applied leads. f Ceiling Cape: No ceiling trim Design does not include static pressure review. I Live Load: 30 pef ComAll loads re all deers, windows, and openings to be designed for loads induced by wind, design by others, CITY OF ARLINGTON A11 loads are service loads. DOORS Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow C8C 17D4 and 17C7). b [AI: 38" x 78' overlap model 08 self-Cloning cooler door BUILDING DEPARTMENT '" LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE '** W^RNINti - ELFCT'RIGAL- OgAL Frame., 4' high density urethane, 3-sided After wiring devices, ALL conduits must be sealed to stop Moisture transfer through electrical raceways. APPROVED wl 28 ga. Stucco galvalume (ext. & int.) Failure to seal device per NEC code% WTtL VOID WARRANTY. w! 26 ga. StOCCO galvalumo liners a, z Leaf: 4' thick, 3-side lap, standard height w/ 26 ga. stucco galvalume (ext. 8 int.) 91: Changed door 101 to Anthony Auto Bear Cave Door,Addad switch and Thermometer to wall panel NOD, and Moved Switch and thermomter DATE wl Magnetic gasket to interior of Door [A). (3) Kason N124RA spring assisted adjustable hinge (1 lie, offset) PDOCHANt3E8At11fiORIZED (1) Kason #1229 handle only (1) Kason 01095 spring action door closer w/ door stop UNLESS APPROVED BY THE11) egis 2000H pull handle (1) single pole toggle switch wl pilot light @ int. BUILDING INSPECTOR (1) Digital 2' flush mount dial thormomter @ int. [B]: 86" x 78' overlap model W self-closing cooler door 4*4 LEAF WILL NOT BE RAISED UNLESS SPECIFIED OT14ERMSE *** Frame: 5' high density urethane, a-sided w! 26 ga. stucco white palvalume (ext.) N� �� w! 28 ga. stucco galvalume (int.) p� _ w! 26 ga. Stucco white galvalume linersC� N.A.F. L7 (�MRJ DESIGN CRITERIA: Leaf; 4' thick, 3-side lap, standard height DESIC DESIGN IA: wl 26 ga. stucco wlita galvalume (ext.) CO mmr w.1.F.OAST s ALL ma�111 MIMIC INTERNAL LATERAL LOAD � 5 PSF J Y R w! 25 ga. Stucco galvalume {fat.} cooler I FfaaRr:xx 11W 1 11 t0 afM11� ROOF DL - 5 PSF w/ Magnetic gasket Coolor Fremr:xx 1111 1 1f 11 M+a" ROOF LL 30 PSF we Fpamr:xx 11%I ta__11 CL Q Q (9) Kason #1248A spring assisted adjustable hinge (I 718' offset) GROUND SNOW LOAD - 25 PSF (1) Kasen #1229 handle only THE ENININ lSTU'a UN ARE MU ON NIF STA1111111 IA, Uj N (t) Kason #toes spring action door closer wl door stop S�TION 6, PARIAR ;a.ea,T, RMUDAR6 (REF. TNRE 11, SElsMrc DESrON DATA: p (1) Allegis #3200CH pull handle THESE MlRM ARE wr IARHIFD To BE HIED FOR 1IZIN8 SEISMIC PARAMETERS: Q¢ r q (1]1 Single pole toggle switch wl pilot light @ ext: 3 R7 E g W EI110IIFION LI M FM THT1 WALK-IN. >lBIIIIL!loam Ss � 1,070 g c+ Z 3333(1) Digital 2" flush mount dial thermometer Bdl�M MTINa KIN A 111LVEM B%nW M COMI1ICi0A Si = D,421 g �♦y�� I. �3J, ��]] (D 7¢ CGli1MCTOR. sos = D,788 g ti 4 F K,�H� H a II 1111191 [CI: (1) B4' x D2" Anthony Auto Beer Cave Door (satin silver frame) SDC = ❑ O SITE CLASS = 1) [DI: (4) 30' x 79" GDS FS Legacy Series cooler glass door (black frame) RI3K CATERgORY = II h �� WI lights A (7) rows of 27' deep shelves (black) IMPDRTANCE FACTOR, I = 1.D AMPLIFICATION FACTOR, so = 1.0 �. [E]: (a) 30' x 79' CDS FS Legacy Series cooler glass door (black frame) REBPONSE MODIFICATION FACTOR, Rp = 2.5 wl lights R (7) rows of 27' deep shelves (black) J1 er IYl WIND QESION DATA: i [FI: (3) 3D' x TV CDS FS Legacy series cooler glass door (black frame) EXPOSURE CATEGORY = C 4;1621 wl lights & (7) rows of 27" deep shelves (black) al ULTIMATE WIND SPEED - 110 MPH O! L E s rr� ,�tr / sulPaw i SPECIAL C2(1)2x8y PANELS HORIZONTAL Y PSF VER71QAL WIND HPRESSURE R= -1864PSF � S�UlY74L� j/`j4 C3t(�2x6rBll - E7CPIRE$:5118/ RE VI DATE >3r W1D:lahU,r switch w1 pilot light �---- OSliil2D17 R&yl Digital P' flush mount thermometer wl 12' capillary PARTS (6) ea. Kason #1803 vapor proof light fixture A E26 LED lamp - (E26 LED lamp included.) (16) ea. (6' x 1 112') x 96" x 16 ca. smooth galvanized (w/ Simpson Titer, screws) Wfibinution Interior cove baselesismic tie-duwn @ floor level (2' x 2') x DO' x 26 Br,. Stucco galvalume interior seismic tie-dorm P collirg level (1) ea_ nlg,tal 2" flush mount thernometer wl 12' capillary D11 NOT SCALE T= D&Lw= (1) ea. Engine switch wl pilot light S'l_ (1) ea. Engineering • Mny require an additional 8-10 days in design once drerrings have been approved. r ..— — �J`� SCALE: 311V.T-0' (19) ea. 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SUPPLY lmcC II I EXPIRE; :5J1N I I I RSVP DATE ]BY II ! • � iL I I I I 1 O911112Oi7 RCYI I I II I I I tl I II I �1 w{8 ( 1 iu rwpl My W13 wiz will DO HOT SCALi� 1ffiR DRAIiIIiG SEE SHEET 4 OF 4 FVR COMPONENT LOCATIONS 3"rneielret¢n�Id r mow(owe" It YmefalrNum�i� 3 LEVATION MAR LEVATION TAACK (&R0VE SCALE: sNe".Mi � oaTe DRAWN, eJii2w7 `9 DATE PRINTED: 911 V2017 N O I N t E R l N G I BY: ROW ( 912 S.LACAS91110A{VE,90ISE.DAHQ 8370E ( ClrcD BY- PM*20636MI FAX 209.3`5 8M I 17RW#: 17-T"1273-91 BOX: 1 OF 1 I FO MRM811s11TI0bF1>M3490470 SHEET: 3 OF 4 ; 1 O Ij j I( I� C ti II - ,, I I Ir--------- --------I I I LU I I ® ICI I I I I II � I I I II s II �y � I B I lh1 ¢a e COMPONENT LOCATIONS. COMPONENT LOCATIONS. COMPONENT LOCATIONS. � Qo =� � RZ J. Sj Ir LtjI a g Ill-r. O PA �n � M Y#mm EXMWS:5J1ti/." —� Mvfl DAM I SY I oa�11r2o1� acw �--h� n0 sct TM nRlll m SCALE: 3V T C aVROVE •1-�• DATE oAAWN: W112017 DATE PRINTED: 8f,W21)17 E N O I N C E R I N 0 gy; RCW 612&LA CASSIA DRIVE,"SE.IDAVIO 03M OHM BY: PHONE;206.345A41 FAX,208.345 0940 I DPYY c 17--TO-0122"1 9ML'I1f11771 acim►oMcoal BOX: 1 OF 1 Fm RMIBTRATM 0;603490470 I sr;�Er 4 OF 4 COMMERCIAL REMODEL g�A�rNG o PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. 12 One (1) City of Arlington CommerciallMulti-Family Permit Application (One (1) permit application per building or structure is required) 12 One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Two (2) Architectural Drawings Two (2) Structural Drawings Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Pre App Appointment Request. acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 COMMERCIAL REMODEL g��jNG .O PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code (IBC) 2. 2015 International Residential Code (IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(I PC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code (IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2009 Accessible& Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30°X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN —,REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners (or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. 0 ARCHITECTURAL DRAWINGS 1. Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio (if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8°minimum scale. Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone(360) 403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors, windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704, the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. WASHINGTON STATE ENERGY CODE 1.One (1) completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler'alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkledalarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to ced arlingtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION PLANS, TWO(2) SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS,ONE (1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: ( ) Commercial Remodel ( ) Commercial Addition (,�) Tenant Improvement Project Address: 2313 STATE ROUTE 530 Parcel ID#: 3105-080-020-1100 Update o Signage at Restrooms, oun er op height and aisle SEC 08 TWP 31 RGE 05RT-8-1) BEG INT Project Description:adjustments for ADA Compliance, light fixture change out; like for like. Legal Description: N LN ST HWY&W LN SE1/4 NW1/4 TH E a -in Cooler Replacement,New Partitions and Door Closers. ALG N LN HWY 20OFT TH N 175FT TH W Project Valuation: 26,000 20OFT M/L TO W LN SD SUB TH S ALG W LN 175FT M/L TPOB SUBJ ESE PUD Owner:GTY-PACIFIC LEASING LLC Phone Number: Address: 7180 KOLL CENTER PKWY City:PLEASANTON State: CA Zip Code:94566 Contact Person:ALYSE STEWART- ACN CONCEPTS, LLC Phone Number: 818-814-8215 Cell Phone: 424-274-1137 E-mail:ASTEWART@ACNCONCEPTS.COM Address:252 W LINDEN AVENUE # 203 City:BURBANK State: CA Zip Code:91502 Contractor: KDC CONSTRUCTION Phone Number: 714-632-6717 Address: 1442 E LINCOLN AVENUE #334 City: State:State: CA Zip Code:92865 Contractor's License Number:KDCCOC*918PW Expiration: Plumbing Contractor:TO BE DETERMINED - OUTTO BID Phone Number: N/A Address: N/A City:N/A State: N/A Zip Code: N/A Contractor's License Number:N/A Expiration:N/A Mechanical Contractor: N/A Phone Number: N/A Address: N/A City:N/A State: N/A Zip Code: N/A Contractor's License Number:N/A Expiration: N/A REV 2015 Page 6 of 7 COMMERCIAL REMODEL g��jNG PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360) 403-3551 Project Name/Tenant UNITED PACIFIC # 5470 Site Address2313 STATE ROUTE 530 Bldg./Unit/Suite N/A IBC Construction Type VB IBC Occupancy Type M - MERCANTILE Description of Use CONVENIENCE STORE Building Square Footage 2,100 Number of Storiesl Square Footage per Floor2,100 Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents (>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. �`�l�tttyt� Appli is Signature ALYSE STEWART October 16, 2017 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 Date: 03/19/2026 Permit#: 1700 Permit Date: 10/19/2017 Review Date: 10/19/2017 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 10/26/2017 Scheduled Time: 00:00 Completed Date: 10/24/2017 Description: Suggest applicant locate water service line prior to any demolition or digging.GS Review Status: Assigned To: PW-WAT REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050800201100 GTY-PACIFIC LEASING LLC GTY-PACIFIC LEASING LLC TWO JERICHO PLAZA UNIT 110 WING C 2313 STATE ROUTE 530 NE JERICHO,NY 11753 Zoning: 553 Gasoline Service StationsLot: Block: Permit#: 1700 Permit Date: 10/19/17 Permit Type: COMMERCIAL ALTERATION Project Name: My Goods Market Applicant Name: ACN Concepts, LLC Applicant Address: 252 W Linden Avenue, #203 Applicant, City, State, Zip: Burbank, CA 91502 Contact: Alyse Stewart Phone: 818-814-8215 Email: astewart@acnconcepts.com Scope of Work: Convenience Store Valuation: 26000.00 Square Feet: 2100 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/14/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31050800201100 2313 STATE ROUTE 530 GTY-PACIFIC 553 Gasoline Service NE LEASING LLC Stations Contractors Contractor Primary Contact Phone Address Contractor Type License License KDC Construction 714-632-6717 1442 E Lincoln CONSTRUCTION Avenue,#334 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 12/04/2017 C20.BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL Call for inspection of all structural&installations of 10/19/2017 ALTERATION freezer box&roof BUILDING tie-ins. 10/19/2017 COMMERCIAL No comments,LT PW-ADMIN-GIS ALTERATION 10/19/2017 COMMERCIAL No comments.SB PW-SEW-REV ALTERATION 10/19/2017 COMMERCIAL Suggest applicant locate water service line prior to any pW-WAT-REV ALTERATION demolition or digging.GS Fees Fee Description Notes Amount Building Plan Review Table 4-2 $368.64 Building Permit Table 4-1 $567.14 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Total $965.28 Attached Letters Date Letter Description 11/13/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/19/2017 Alyse Stewart 66946727 cc $368.64 11/14/2017 Levi Gayman 67291061 cc $596.64 Outstanding Balance $0.00 Notes Date Note Created By: 11/13/2017 Call for inspection of all structural&installations of freezer box&roof tie-ins. Kevin Olander 10/19/2017 Contractor is TBD Kristin Foster Uploaded Files Date File Name 11/14/2017 2777456-1700 Issued Permit.pdf 10/19/2017 2713104-UNI-5470 Arlington WA Structural.pdf 10/19/2017 2713105-Commercial Application Packet.pdf 10/19/2017 2713106-STRUCTURAL CALCS-Walk-in Freezer.pdf 10/19/2017 2713107-UNI-5470 Arlington WA Architecture.pdf 10/19/2017 2713103-UNI-5470 Arlington WA Plumbing,pdf Date: 03/19/2026 Permit#: 1700 Permit Date: 10/19/2017 Review Date: 10/19/2017 Permit Type: COMMERCIAL ALTERATION Review Type: COMMERCIAL ALTERATION Target Date: 10/26/2017 Scheduled Time: 00:00 Completed Date: 11/13/2017 Description: Call for inspection of all structural & installations of freezer box &roof tie-ins. 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O LZ[QJ H Ili O V1 6 J w Z w J IE Q O l U QO 3 U w I I Ii I 1 0 11 I Q 1 w � I 1 1 Q L1J J ._...... / �\ Q -- / V I 741wELI , I Q 19 \� 83SICINVHD83W ii I mCCID F— LU _ LU I LL U � I I I E f it ! 1 3 S 1 POS o,l POS 9jtl6 - - L J L J L I Zo� I 1 NTHSb3 l ' . ••• jL=.7ULATl0NS TAMARACK GROVE • BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR IMPERIAL BROWN MY GOODS MARKET ARLINGTON, WASHINGTON TGE PROJECT NO.: TGE17-8902 TGE FIRM NO.: 603490470 so� �wAsy43021 ' 1V14L ' • ,S �� DESIGN CRITERIA: �f�S:6Jt8/ STRUCTURAL CODE: 2015 IBC SEISMIC PARAMETERS: Ss= 1.078 g S1 =OA21 g SEISMIC DESIGN CATEGORY: D WALL/ROOF DEAD LOAD: 5.0 PSF ROOF LNE LOAD: 30.0 PSF GROUND SNOW LOAD: 25.0 PSF ULTIMATE DESIGN WIND SPEED: 110 MPH EXPOSURE CATEGORY: C 812 S.La Cassia Dr.-Boise,Idaho 83705 (208)345-8941 (208)345-8946 FAX Page 1 of 49 i GOODSProject Name:MY STRUCTURAL ENGINEERING TGEJobNumbcr. TGE17-8902 CALCULATIONS TAMARACK F OROYE Location: ARLINGTON.WA E TABLE OF CONTENTS zPROJFCT INFORMATION....................................................................................................................................................3 2 SCOPE OF WORK............................................................................................................... ............................................4 3 JURISDICTIONAL INFORMATION.......................................................................................................................................4 4 ICC EVALUATION REPORT,PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS.................................................5 5 GENERAL STRUCTURAL NOTES ................------.................................•----......................----...----...............------......................5 6 SEISMIC,WIND,AND SNOW ANALYSIS.............................................................................................................................6 7 STRUCTURAL ENGINEERING CALCULATIONS ................................. ..............................................................................a5 8 SOFTWARE PRINTOUTS AND DESIGN AIDS ...........................................................................................23 8.1 FNERCALC.............................................................--.................................................................................................23 8.2 SIMPSON ANCHOR REPORTS..................................................................................................................................32 9 MATERIAL PRINTOUTS AND TESTING REPORTS ............................................................................................................37 9.1 16 SPAN CHART........................................................................................................................................................37 9.2 IB TESTING REPORT................. ...............................................................................................................................38 9-3 SSMA...................................................................---"................................................................................................45 812 S.La Cassia Cr.•Sol se,Idaho 83705•(208)345-N41 •(208)345-8946 FAX Page 2 of 45 ` t • 1 TAMARACK' GROVE 2 PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: TGE17.89o2 Date: 9/2312027 TGE Contact: Bikash Slgdel,E.I TGE Engineer of Record: Brian 1_Sielaff,P.E_,P.Eng. Project Client Information: Company: Imperial-Brown Contact: Ken Rhoads Address: 227a N.E.a94th Portland,OR 97230 Phone: 503-565-5539 Email: KRhoads�9imperial-brown.com Client Logo: At I Perim B R 0---- Project Site Information: Narne- My Goods Market Address 2323 State Route 53o NE Arlington,WA 98223 Coordinates: 48.288°N,a22.a99 oW Phone: NIA Email: NIA Site Elevation: NIA Live and Dead Loads Roof Live Load: 30 PSF Roof Dead Loads: Steel Facing(ASTM•A•646) i.8 PSF (26 GA.—t=o.o2 inch) Insulation: o 8 PSF Miscellaneous: 2-4 PSF Total: S.o PSF 812 S.La Cassia Dr. Boise,Idaho 83705•(208)345.8%1 •(208)345-8646 FAX Page 3 of 45 611A*11 1 CALCULAM .. •NS TAMARAM GROVE • Z SCOPE OFwORK Tamarack Grove Engineering is providing structural engineering calculations for My Goods Market cooler boxfor gravity and lateral loading and redline drawings provided to the client as needed based on calculations. 3 JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Ss=1.078 g S,=0.421 g Sos=o.768 g SD,-=0.443 9 Site Coefficient,FA: 1.069 Site Coefficient,Fv: 1.579 Building Site Class: D Seismic Design Category: D Analysis Procedure Used: Equivalent Lateral Force Procedure for Non-Structural Components Basic Seismic-Force-Resisting- Bearing Wall System—Light Framed System: Walls of All Other Materials Importance Modification Factor,Ir: 1.0 (ASCE 7-10 3.3.2.3) Amplification Factor,aP: 2.0 (ASCE 7-ao Table 13.6-1) Response Modification Factor, RP: 2.5 (ASCE 7-10 Table 13.6-1) Lateral Pressure Design Information: Design Wind Speed 210 MPH Horizontal Pressure: 16.00 PSF Vertical Pressure: -29.36 PSF I I 612 S.La Cassia Dr.•Boise,Idaho 83705-(208)345-8941 •(208)345-8946 FAX Page 4 of 45 CALldlJLATIbWS A MARAZK GROVE • 4 ICC EVALUATION REPORT PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS + IMPERIAL BROWN TESTING REPORT. IMPERIAL BROWN SPAN CHART • 2oiS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • SSMA:STEEL STUD MANUFACTURERS ASSOCIATION PRODUCT TECHNICAL GUIDE • ICC-ESR-2713,"TITEN HD SCREW ANCHOR AND TITEN HD ROD HANGER FOR CRACKED AND UNCRACKED CONCRETE" S GENERAL STRUCTURAL NOTES 1,GENERAL_MUCTURAL NOTES: A. CONTRACTOR TO VERIFYALL OPENINGS,BUILDING DIMENSIONS,COLUMN LOCATIONS AND DIMENSIONS WffH OWNER PRIOR TO SETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. 7 HE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD, C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING ANDJOR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING ANDIOR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. 892 S.La Cassia Dr.-Boise,Idaho 83705•(208)345-8941 •(208)345-8946 FAX Page 5 of 48 O i STRUCTURAL ENGINEERING CALCULATIONS TAMARACK G OVE i at : e c 6 SEISMIC WIND AND SN WANAL.YSIS Design Maps Detailed Report ASCE 7-10 Standard (48.187960N, 122.19878°W) Si1c Class D--Stl!f Soil",Risk Category I/II/III Section 11.4.1 — Mapped Acceleradon Parameters Notes Ground motion valets provided belonv are far the direction of rr aximum harmrital spectral response accele- uN They have been converted from corresponding geometric mien ground mot ons cornpWled by the USGS by app[ying factors of 1.1 (to obtain S.)and 1.3 (to obtain S.).Maps in the 2010 A:SCE-i Stj�ndmd are provided for Stte Qpw S. Adjustments fcw other Ste Classes are made,as needed,in Section 11.4.3. From Figure 22-1 t11 S, = 1.078 g From Flaure 2Zarxj S, 0.421 g Section 11.4,2 --- Site Class The arthurrity having ju-isdiction (riot the USGS),s'te-specific geote.chnical data, and/or the default has classifed the site as Site Class D,based on the site sell properties in accordance Kith ChaptA•20. Tale�0.3-1 s to�ass�f catlo 5Ra Clans r5 Af or N,. A. Hard Rock >5,000 ft/s r,/A WA B.Rock 2,%3 to 3,000 ltfs MIA N/A C.Very dense iRA and soft rock 1,200 to 2,500 ffjs >So >2,GOO psf j M Stiff 5114 600 to 1,200 fV5 is to 5C 1,000 tss 2 04O;Y4 F.soft day soil <600 ftis <15 s 1,000 psi Any profile w1h mgre Gtiar 10 ft of soil having ;he traracteristjcs., ► Plasticity ind:rx P1>20. MaisWrc cor'ent sr y 4J",, and • Undraencd shear strength s„ 500 psf r.Solis roqulriag c;'to response . •• Ses SW n 70.3a analysis In accordance wtth section 21.1 For 51; 11;js=OzJ48 rjs 11bift,=J.C';79 W/mx 812 S.La Cassia Dr_•301se,Idaho 837G5-(208)345-8941 (208)345.8946 FAX Page 6 of 45 TAMARACK nTGROVE F C { C Cal I 1� '�; MI Section 11.4.3--Site Coefficients and Risk-Targeted Maximum Considered Earthquake ( j Spectral Response Acceleration Parameters TlRble 11A-1:Site Coeff c-Ont F Site C(dss Mapped NICER Spectral Response Acceleration Pa-amLbw at Short Period S,,_< 0.25 S,= 0.50 S,=O.t; S,,= 1.00 S,? '.25 A 0.8 0.8 0-8 0.9 0.8 6 1.0 1.0 1.0 1.0 1.0 .1,2 1.7 1.1 1.0 1.0 D 1.5 1.4 1.2 1.1 1.0 F 7.5 1.7 1.2 0.9 0.9 F See Sectlon 11.4.7 of ASCE 7 Note: Use straight ilge InterpelaCan far Irterm6dlaft values of S; Far Site Class;=0 and fit a 1.D78 p,F.a 1.060 Table 1L4-2:Site Coeffic%wt F Site Class Mapped MCf _Spectral Response Acceleration Parameter at 1-s Period St s 0.10 SI _0.20 S, u 0.30 S, =0.40 S,y 0.50 A 0.8 0.8 0.8 0-8 0.8 Fi 1.0 1.0 1.0 1.0 1.0 1.6 1.S 1.4 1.3 0 2.4 2.0 1.8 1.6 1.S E 3.5 MO 2.8 7.4 ?.4 F Set:Section 1X.4.7 arf ASCE 7 Note:Use straight-4111ne laterpolaYwn fsr intermediate values of S. For Site Clam-D and St-UA4Z1 ar F,:3,579 I 812 S.La Cassia or.•Boise,Idaho 93705•(208)345-8941-(208)345-8%6 FAX Page 7 of 45 - - t} • a r�:�� STRUCTURAL ENGINEF-RING CALCULATIONS TAMARACK`TV 0509E • N E — I N is Equation(11.4-1): S�z F.Ss 2.069 x 1,078= 1.152 q Equation(11.4-2): SHi = FaS. = 1.579 x 0,421 =0.665 g � I Section 11.4.4—Design Spectral Acceleration Parameters Equation(11.4-3): Sos ='.•iS _�a x 1,152.=0.768 g equation (11.4-4)t S,:, _ S4, _ x 0,665=0.443 g Section 11.4.5—Design Response Spectrum Frown fur■22 j 7 m1 TL- 6 seconds Fig,:-e:1.4-1:7esirs Response Spectrum TrT��Si*9,..{0�la0,bTfTg1 7aTc:8,-8�TilT= 1 � I 1 1 1 1 I 1 812 S.La Cassia Dr.•50181,Idaho 83T06•(208)345-8841 •(208)345-046 FAX Page 8 of 45 ' TAMARACK " GROVE Section 11.4.6 — Risk-Targeted Maximum Considered Ear*hqudke (MCE„) Response Spectrum The FK'Ek Response Spechr yr is detkwrmned by rrulWy4v the design tesponse spectrum a avu by 1.5. 4 812 S.La Cassia Dr.-Boise.Idaho 93705•(208)345.8941 •(208)345-9946 FAX Pare 9 of 45 ., CALCULATIONS TAMARACK'=k GRWE • Section 11.8.3—Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-2141 PGA= 0.433 Equation PGAM =Fp"PGA; 1.06i x 0.433 =0.462 g Table.11.8-1:St:,Coefflocnt Fn, Site Napped MCE Geometric Mean PeaK Ground Acceleration, PGA Class PGA 5 PGA - PGA- PGA- PGA 0.10 0.20 0.30 0.40 0.50 A 0.8 0.8 0.8 0.8 0.6 R 1.0 1.0 1.0 1.0 l.n C 1.2 1.2 1.1 i.0 1.0 D 1.6 1.4 1.2 1.1 1.0 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 Of ASGE 7 Note: Use stralixt-line interpolation for intermediate values or PGA For ffiFz Clams o D and RCA a 0.433 p,F.,.= 1.08] Section 21.2.1.1 —Method 1(from Chapter 21 —Site-Specific Ground Motion Procedures for Seismic Design) Prom Pioure 22-17151 Froo Flaure 22rilB li3 Ca-=0.949 812 S. La Csssis Dr.-Boise,Idaho 83705•(208)345-SS41 -(208)345-8948 FAX Page 10 of 45 � •er - a �� TAMARACK 43RM • Sectlon 11.6--- Seismic Design Category Tack 11.6-1 Selsmir Design C� Bared art Short Penod Response Acceleration Parametc. RISK CATEGORY VALUE OF Soie I or II III IV Sar<061679 A A A 0.1679 5 Sas<0.33g 6 C 00339 S$..<0.509 { C D 0.509 Sa, D E7 D For Risk Category i I and So,=W68(1.Sfiarrtic begign Catanory W D rab4' 12.E-?.Sokmlc f1Cs n C, a ory dab-d Jr9 1-S Kr1oc Pv-sponse Ac*-Iuat�on ia�A nc-r RISK CATEGORY VALUE OF Sa: I or II III IV Sol<OX678 A A A 0.067g!S$0, <0.133g B 6 C 0.133g S Sal< 0.20g C C D 0.2"5 Sri 17 1 D D For Risk Category a I and Sri= 0.443 g,Semnic Design Category.D I Note: Whe-i S,is greater thah or equal to 0-75g,the Seismic Design Category s E for taiklings in Risk Categones 1,11.and 1I1,and F for those in Rls(Catewry W, irrespecuve of Lie above. Seismic Design Category -'the more severe design category in accordance with Table 11.6-1 or 11.6-2"= i) Npte; See Sectidn 11.6 for aftrnative approaches to calculating Seisrrr_c resign Category. References 1.Figure 22-1: https://earthquake.usgs.gov/haza.-dsl' rsignmzps/dowrJoadslpdfsl?01(3-15CF7 Figuro_2,)-i.pdf ?.Figure 77-2: https:/{earthcluakc,.usgs.Sov/hata-,Us/dc%ignmaWdown3oads/pdfs/?01q,_ASCF7 Flgurr_"2.?.pdf 3,Figure72-1?: trttps://earthquakz,�sgs,9ov,�ha�arcis�des�nrrwps/down]cads/Pdfs/7030,�45CF-7_Figure_27-17.pdf 4.Flguree 22-7: https:Ilearthquake.usgs.SpvJhazard3F/designriaps/dovirlioadslpdfslZoIO—�SCF-7 Figurr_27..-7.pdf 5,Figure 72-17: hops;/J^.arthg Lake.:asyc.gov{hazaresides',gnmzps/downkwdstpdfs170)0_ASC°-7 F1gv e_77-17.pdt 6,Figure72-18: htkps,/luarthyuake,.s gav{ha?ardsfd '$nmrps/dawnlnads{pdrsJ'Q10_ASCF-7 l✓igurs 7.?-1$.pdf 812 S.La Cassia Dr.-Balsa,Idaho 83705• (208)345-MMI -(208)345-8946 FAX � Page 11 of 45 STRUCTURAL ENGINEERING all, TAMARACK -QRV E •• i s I 1 ar I �► Search Results 1 Ouery Daft.,Thu sep U7 2Q17 t,.atkud@:4&1886 ' l.mvwde:-12V"d I ASCE 7-49 W*dspssds t3-avc peak Quit in ruO*),- k' Risk Category k 1 W r Risk Category et 110 Risk CategoryM4V 11 MRI"10--Yur,72 r MR["25-Ysar:74 ' MRr*50-Year:81 MR[-100-Year;91 gaffed tyal ASCE 7-63 Yfindspssd: 85('-E=peek gust in mphj ASCE 7-63 Yiftndspsad: 7 � �fasfiesR nlila In mph) /.��SPcrhAi� ^ic,1n fFacimm�c Irnr vy U^nrs ahclp swsxq Nt+bcil[gdl�P"t+.� b Ortf7glrfr'f1fAw NR1IT'tll!',vr'a:r 15v'�d Printvo�res�lts VMOSPEED WES=E DISCLAIMER WHO he(ntorrnatlon pnrsarrted on this web59te is befeved to be wrrect,ATC and its sponwm and conbibubm rasuxne no rtapoh&Nity or Imbility for ih acctirac�L The owlertel prlmenle8 In he wkAmpeed report shmid not be used or roiiod open for any spadliu appleaVan wllhout &wphtern axaraplalion and verificadon of its accuacy,suiab+. ty mid appimt4ly by wQirimn or other wed prafoasiorals ATC dues not intend that the use of ads informake replace the sound judgment of mwr competent professionals, having experience and knvudedge in the 64J of prvdxr,nor to substrUe for the standard of care rm"Fed of wch pmfessiunab In interpretlnq and applyirp the reaulte of ft wtndapeed report pmvided by this vmbslte•.Users of the ksformatIon from this websne assumv 41 6 wity arlsing tram such ose.Use Of trry Qutpw pf this webow dons not imply approvW oy the goverrift buildklg code bn&&&reapoisibie for bu"code approval and inferpretAkn far he bung site dea Iced by tstttu&ADngftuda btaUm'n fa wlndspwsd]vad rvporL i SF�rnsO byrnA7C E�r�r�nt F ne- -ltl1!Wd[ynQ 5Mra9 Par'wey.3.A[e 2�D•Reewsoe t=q,Uitf�xnla 4.176�•ttb7j Sv�'t2 81x S.La Cassia Dr.•Base,Idaho 83705• (208)345-8941 •(208)345.8948 FAX Page 12 of 45 J STRUCTURAL ENGINEERING •• a CALCULATiONS TAMARACK° GROVE � • ProjPPM10: MY G170gMi1R1(FT EoorrW, B�5i EL Pr*CH0: ME17-M02 i T MA tAC K '' GROVE E,7.10 Wind Forces (.hpt 28,Pt2& WGOLd`elv4Lrscuc `iac rsasaol�eurl8 aa.v,•fa,, Description: v:BsrcVind$aedtg Bed tiCrl�9aC 110.0mph Ra�L'91apeR,n01a 0 to 3 dsgnu ovwpOMj^rTabt•f&i II AA gu6 F vs and other Mckm except tow Ik1ad m CaWan I,14 and N D4'�wrcfgpy Dsr1&7 Fxpowra C MM Nkm RaO Height 8-90 5 'LM166-is nt>ay�atMbbh�vn tfetghf labMfaf VaxV Larrfta:On%n 21W Page 339 1.11 ElotmAWAm 10.0 Y`2 Roafplleslarsbd�agprsea b 0Lo7drag-ees uw—lR d`ed eidrx T*OF piasurc 18 g)prf Topogrm;WFa►w FA per 25Z 1.w IV:Lett Horlantal Dknawlon a=1mr,PAX-VU,3,min(0.10•LQ,0.4'Mfti� 9.009 maa1r %'U[f.3.m'Nglo•UiR.R49Al D Hod2cQ681yN Y�pd p1�lf1If9F � __`F�.:r,4'a l«�Loa'Case r 1.3�k-'�t. �S�C•r m fs�taes. �-. ��....�.,P=-• _ Or''e va k:aE p' � Zonx A L 2123 pst Ias : C = 16.00 pd 2anx 9 e 16.00 pit is D 16.00 Fd vartld Premres. . Aner F L -V.95 Pd Zve. G " -mu Poi 2ond r c -1600 Ott Pr,: M 4690 0+1 Drmhangs..- COf11p61A1s12&Cladding DWP V*d Pie"ums s Y4FTrrP•sam•L•abda'Jt�`f'�30 wE,43QLf RadZ=&1; Pa wo. 18.861) paf !n 14dd pprtil Liz 3'�Ir ae p :..tAA=1@= a N*W wa: -2078 pdJn r.L�a.r::fS1111ArM Rouf76>;e2- Past4e: li .1 psi Negarv_ -wz pe R03QCa•3: Padnvs: 16,C:]pe! No oC m: 48.890 psf 1WnIZmv4: PvslCv: 26.378 psf N•ait' 1- -2t%a psi WelTrneF: PpfRve: um Neon: 135.211 p54 Raaf Owharp Zvrs is -a".994 psi Roct0whsq Zane 3; 62.438 paf 812 S.La Cassla Dr.•Bolsfa,Idaho 83705-(208)343-8941 (208)345,8948 FAX Page 13 of 45 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK'S`GROVE Projtid Ttla: MY GOODS MARKF7 7 9ilOQ P�Dacr CBf MASH SIGDCL Pr4lrtt�k TC : TAMARACK ' GRO\IE - Snow Loads ," ••" Oescnpt+nn: 5SOVY ta40 Flat Rod Snw toads Desuk" Design Sw w Laad 1fsrAiGt?7di GwAW 5voLoad.per Fig?-1 25.00 pVf RM:`Ip0,Sec.7.3.4 10.00 TM-A calem A see RACE 7-10 Saction M-71 W:He-17 Drsiaice frail em to 1* 5.001 Eirmn Gf Roof Persi*expo"d Roof Cufgvittlrn blonoslopp Ce:E*wlo Factor,T4ffs 7-2 1.D0 cl:ThmeM Fracterluat above free rig(see ASCF for n:ore) Pn Mnn roQoW 20.90 ps1 NO Qn4 my,pa Table 15-1 1 pf,Cato eed&,uw Load pa Egjation 7-1 1935 ps! Ir'yaunee raelw,is,Table?.5-2 11.00 pf,Deslgn Snow Load Modptw min, pf talc) 20.00 pef Snow Olift a LottflF Rooft Da mtpltan: DnfL Ffnat Ai4astmet BuWWng to NoNt Side pip n$cw 7-10- Ba wt ea Snow l cad 20loci Dst nd:;esw i.g411 G"AA Snow Load 25.00 Rsr hd:.ksidrrard 1.00 n lu-upper 32.630 It hd:Max 1.84 R lu.awer 20.00 a hd;Deaigi 1.84 st Hdghl d Roof&ea 5.0012 pd:Max DdR brry 31.76 paf Smw Density 17 25 pcf pd+3em,,ted 51.76 pe tt:Balanced 1.16 it W:0 A Wkltfr T.38 a tic:MP Hetght-hb 3.84 fl lc!hb 3.31 Told Snow Load a End of Criff 20.00 psf 0mripttart- DMIrromAAdJmmitAull ff to Ent%h per ASCE 7-10 8 arrcQb�naiy iced_ _ 20.D0 faf hd:'uewaid —_ — 2352 C►aed Scow Load 25.D0 paf hd:rrndwasd 1.002 lu-upper 90-001t hd M-m 2951k lu-Bomar 20.00 it hd:Dasip 2.35 k HiNt of Raof step S-00 it pd:Alcor[WR Or_y 40.590 3ncw Dwrrwi r 17.25 pcf Pd+8w"d 80.Wp61 hb:RalarW I,V3 ft W:Doftth 9.41Et he:S*Hdghl-hb 1.54 It ha i hb 3.31 Total Snow Load 0 End of D 1 20-00 pd 812 S.La Cassia Dr. •Boise,Idaho 83705 (208)345-8941 •(208)345-8946 FAX Page 14 of 45 ''�1i111 •.. .. : � STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE • 1z :, C. 1 -1 E R 1 r b 7 STRUCTURAL ENGINEERING CALCULATIONS JURSIDICRON INFORMATION JURISDICTION: WASHINGI0N STRUCTURAL CODE: 2015 INTERNATIONAL BUILDING CODE ! ' SUSMIC CRITERIA ME MTTERIA 9Lm=0 768 Design Spectra!Respmw far Short Period *OUTDOOR APPUCATfW a AmplWiioWon radar EXPDSURE CATTY C ULTIMATE DESIGN WIND SPEC)= 110 MPH „=3 as Response MDdification Factor I,,�1-0 Importance Mcdfication Factor s.=]D ft Height of AttachnwA i DESIGN "P„,,W=sow Cooler Panel Live Load WLk4 16 MWFRS Lateral Wind load DLr,,,,,,j=3 p1 f Cooler Panel Dead Load R'L..n 19,40 psf MWFRS Vend Wind Lodd SL =2o pf Ground Snow Load I.Ca:-I]Ly +1.1s el=35 psf Load Combination 3: D+(Lr,S,or k) ,GC,_=10.6•iR& , ,+.0.6•FV .,, .9 pw Load Co mbinabon 7: 0.6D+Q.6W(Uplift Pressure) DESIGN CALCULATIONS: Wi*hmg-W.6 ft Unit Width IfnrTt .=19,12 ft Unit Length •e,no �5�bt Unit Ceiling Panel Thickness 1b,,,rr-=4 in Unit Wall Panel Thickness ET-$.9 ft Mean Root Height fr 8`l ft Mean Wall Helght PANEL MANUFACrURFR.IMPERL4 APWUFACTURING ICFCOID COOLERS,fNC PANEL SPECI5CA770YV. HIGH DEAW7Y LWETHAMEIMPO,D A"MW PANEL (IEr TESTING REPORT) 812 S.La Cassia Dr. 9olse•Idaho 83705•(208}345-8941 •(208)345-894B FAX Page 15 of 45 GOODS CALCULATIONSSTRUCTURAL ENGINEERING Project Namo�MY TAMARACK QROVELocatfon ARLINGTON. GRIDLINES AND SHEAR WALL LAYOUT: C I 2) WORST CASE ROOF PANEL L—lU ft Design Length LoR=Ie ft Cocrespording Allowable Span(IS Span Chart) T„,m-3,92 ft Trlbutaiy Width of Par►el for Evaluation LOADS: ��.,.. H.a �s;ar •LL,,A,,-118 VU GoveMnq Load CombinaWn for Cuing sue,=2Eft ft•J'bf Maximum Moment(Enercalc) t,,, =If33.8 jbf Maximum Shear(EnercWc) W,�= sx4s1►•176 7 pl=bQ2 7 pV Allowable Parel Lead (16 Span Chart-Using 5.5"WFU) tV,u- .�fi2 =8+638 ft-of Allowable Moment 8 V.ff .:_ 2�"a=3463 1bf Alowable Shear CHEC]G 1i a., .s 1n =1 v�F,>".= -J ram. 1+.wu�crt-K urag 812 S.La Cassla Dr.•Boise,Idaho 83705•(208)345-8941 •(208)345-8946 FAX Page 16 of 43 ,. r ... •r STRUCTURAL ENGINEERING CALCULATIONS TAMARACK (DROVE a t'. N E _. I I- 3) STRUCTURAL SUPPORTOOD WOCO SUPPORT BEAM FOR CEILING PANELS: 4"=9-5 ft Length of Beam 7,,drh=5 ft Tribut�wy Wl[1t1i of CeRIN on Support Wand gdnit:=ZU 97 psj Snow Drift on the North End Panel Wj'L.rT"Wa,•DLJ,."'z-1 t Of Dead Load From Pars — ,-.r&-LL", F-1.50 Af Live Load From Panels S7.�125 p Sn€w Load From Paris tMT,,,r,$•�'Lr;,.=�9i Wind load From Panels •SD1b't,-109 Pdf Snow Drift Load f orn PaneiS Af Max Snow Drift Load a--9 41 ft Drift Width SE44f REAC77Cbv5(FNE'RCALQ. r =166 lbf Dead Load Reaction on Column Rrttxr=71a Srf Uwe Load Reaction on Column R97.-i j�''1220 Jbf Snow Load Reaction on Column RxL-e---#w Eb,f Wind Load Reaction on Column 6DI--Y 1).104 is Total Deed Load Damon MHNBER SPEaFICA77f1N.• TU7:1L==4 5 ft Total Length of Beams 6-2x6 DOUG-AS FIR NO.2(NDS 2015) FIP COLUMN SUPPORTS: ff 8.2 ft Height of Column i�-, 8.2 ft Unbraded Length in x-x Axis Diredlor 1n_ ft Unbraced Length in y-y Axis Diredl!or Paz =Knr;;=7b1;lbf Dead Load on Column PIL 114, 713 Sbf Live Load on Column 912 S.La Cassia❑r. •Eloise,Idaho B3705•(208)345.8941 •(208)345-8846 FAX Page 17 of 45 4"Arr . . •.TGE Job Number- r TAMAF AM • 1 H E E 'i N psi:Ra"=122D Snow Load on Culurrw COLUMN REAC77OW(EAM4LC). R,t 1)9)01 Axial lead Load R1,1.=713 ibf Axial Live Load R�-z22ii Mf Axial Snow Load i ►1lcJ�ER SPKIFIC477OW' 'CO A-E,-,--rk.2 Total Length of Column 2X5 DOUGL S FIR N0.2(NDS 20IS) CFAMG TASPi=R 7NEPL.4Af_SFE EMME-AL ir REPON T FOR LU AivatJ= WORST . PANEL H,,.--8.2 ft Design Height rN,h. =4 ft Tributary Width of Panel for Evaluation AXIAL LOADS: "x'r T233 Total Axial Load Frm Celli Actin Fd�dre_u• ,�. �f n9 9 on Center Wall P=L-s(*xbf Average Axial Lead of Tested panel at Fadure (IB Testblg Wort) 2 OS 2 Factor of Safety L"'4=V ft length of Pend Tested P,U..— .-3 d p)f Total Allowable Axial Load FOS'lr,,,r TRANSVEPSE LOADS: �t=Q.fl WL;a•H=85 pilf Transverse Load on Wall _13 ft Aimble N*ht for Transverse Load(IB Span Chart) u ;r,.3 p¢.FTnt1 -3� petf Total Allowable Transverse Load(Itl Span Char) �ai�rign�xwdi + —a9s Combined Axial and Bending Ratio P,i1,x„ i'Vnu CHECK: Y > l �j1 nlMp:.P.reti�r.i-GndhT"' w7� w.+!r+sL++x1d" •'t��ru.bna�d_ (t.ill SVAMURK MMMM Tf1 WJW eW TWR47nWRWA"A1 AND TRlAEV11fMSEdilh�' M 012 S.La Cassla Dr.-Boise,Idaho 83705•(208)345-8941 .(208)345.8946 FAX Page 18 of 43 STRUCTURAL ENGINEERING `NS •♦ •1 TAM6RACK'T":rQR0V7 • a e i •• r LATERAL •'CGENERATION HM 8.9 f It Demagn Height A,.,,f=&rlgth•WidthL WZ f't' Area of Cuing L,,,v-2-Wsdtd,+2.Lt»,grh=124 f6 Total Length of wails FORCE GENERATION: Wt•=� •DLF--t}+ •Ll.sat•�Lp„„�r -88J6 ibf Total Weight Fp ��a o 4•gyp •Wt•Rp 1+ �• =tI47 ibf Seisnrsic Lateral Faroe �=1.6.5DS•Ip•Wt=IA74 161 Maximum Lateral 5elsmlc Forge Fp„, 1=0-3•SD5•Ip•Wt=1589 Ib$ Minimum Lateral Seismic Force Fp_1=M&X(Fp_.,,.FP-.,,)=1Gt;B al Fr'=rni n(F."Fq,,..')-1589 of Generated Lateral Seismic Force Fp„e:=0.7•F;,-1112 Alf ASD Lateral Seismic Design Farce Fp-y 11i�= -L=MO•0.6•WLmj=330 1bf Lateral Force team Internal Pressure Fp&max-max(F �,Fp_,p..... 1112 Sf Lateral Design F brce v� J:=! ` "1=b7 pV t3lst bated Design Land In 1-1 1 �" Ler:yth Width..O.6.WL a=1s2D i%t Lateral Force from Internal Pressure F +_-j max(Fp,,.:.F,,_ , . }=1820&f Lateral Design Form �„ Fe _43 gff DhO uted Deft Load In 2-2 SHEAR WALL CALCULATIONS: L,:aft Len(o of wail Urfa 1 T,,,,a,,t'=�r—9.7 fir Tributary Width f1 WA~iRnj L T�`i't dl—111 piL f In-Plane Force Qn wMI 1 r„ 'i ftr-4g (.en9th of Wall Line 2 T*-jW AWL`aga—9.1 jt Tributary VWdlfi f= "-L2 _13 pV In-Plane Farce on Wail 2 TA/fARiill 812 S.La Cassia Dr.•001".Idaho 83705-(208)345-8941 •(208)345-8946 FAX Page 10 of 45 ... .. STRUCTURAL ENGINEERING CALCULATIONS — TAMARACKG�ROVE E 48 ! d I t fl lt:=vrurr(Ll,f1) -1.64 Worst Case.shape Factor Ratio z=123 Af Allowable In-Plane shear(is Testing Report) CHECK; SLWmotim LA 9.50 ft Length of 1Aiali Line P-40-A' Lr2 = :4f«th Z1 Tributary Width f,--Wb.3�_ �z-7'>w40_,1= p(f In-Plane Force on Wall Line A JA Ih a h*rigth=1#1 4 ft Length of Wa I Line B I•,�,�.��2 =$l.i ft tributary Width _47 ptf In-Plane Force on Wall Line B R:--_ A =0.94 VWerst Case Shape Factor Ratio ruarV., fa)=96pff ��++��f7 'ti+�1,auao�ra�' am plif Allowable Irv-Plane Shear(IR Testing Report) LL P.y v�u 63:frr':-fu/.�'i • a • TO WALL CONNEMON • WALL DETAIL (2/3) T�,m=5 It Tributary Width of Roof on Connection a=Fu)ft 1?e4gn Height LOADS; LCr-0"f Uplift toad on Cuing P,ry 7-Tr rta�,-�$- •D x1-18 Pif Uplifk Force or Hoar-Wall Connection 1arY•�.:�a.s.�[L,��-2=48 plf Transverse Shur Force on Floor-Wall Connectior =111 pi f In-Plane Sheer Force an Fkmx-Wap Connection =max(pi:an•.fnplxr=:)�III py Goveming Shear F%m on Floor-Wall Connection 812 S_La Cassia Dr.•Botse,Idaho 83705•(208)345-8941 •(208)348-U46 PAX Page 20 of 45 STRUCTURAL ENGINEERING CALCULATI• -- .. TAMARACK GROVE N • C ' § = E• 3/8'TiTFN ANCHOR: ,�its in 5pacing of Anchor Through Angle t' .or=fn.'$a,.1_=334 lbf Shear Force on Anchor V-11 "."w=-wo lbf Mavmurn Alaowabie Load on Anchor .�a,�=P..�r•5� �4!}fbf Upkt Force on Anchor t''.dL as==3UW 1bj ANowable Uplift Ford an Anchor MITE_qF_9MP5nY 77£DOWN R&M F.&M ANOVOR ANALYSES #8 TEK SOZEW: 3 in Spacing of Tek Screw Along Pane! Vim,a., = —192 pif ABowabk Shear 01' 8 Tek Screw(5SMA) S.,t,_ 1�f Alowable Tenslorn of#8 TeK Screw(55MA) CHECK: ma v,P,.,,)<-V v Nr=1 Pn.,.5Ta,..r�, =1 !su l ail e,,. =1 u ,SGau�..raar=l Lams Tributary Width H=9 ft Deslgn HeIV LOADS: LC7 V s P4 Uplift Load on Ceiling p„,,=Lo-•Tmui'=44 Pif Uplft Force on Wall-Cuing Conn"on p,.0.6-WL0t=10 pot Transverse Load on Wal 11 Pjn&, Anj•2-43 pif Trans%erse Shear Force on Wag-Celling Connection Of In-Plane Shear Faroe on WalK,eihng Gannedon .fnr+s n7A7c p�.mru�finpl�nr,r 111. pi f Governing Shear Fotm on Wall-Ceding Connection 812 S.La Cassla Dr.'Boise,Idaho 93705•(208)345--8941 -(208)345-8946 FAX Page 21 of 45 ss■ STRUCTURAL ENGINEERING CALCULATIONS TAMARACK'T-GROVE • E Y; I - E I N , CAMLOCK CONNECTION FO S.-2 Factor of Safety ,'�,,; =24 in Spacing of Camlocics V-=1975 Jbf Shear Force at Failure of Tested Panel (I8 Testing Report) . v Fo$•S =494 pl(f Allowable Shear cf Camiock ,ram. T-=12111 Of Tensile Force at Failure of Tested Panel (IB Testing Report) FEW-5,a„ Allowable Tension of Camkxic Allpp + =0.37 Combined Shear and Tensile Ratio vallov carol Tefr�p mn1 CHFr_K fa.yEarc<17 aftrni_am^1= 1jert� ��om_raml�Z �nnn6.rvl�1.11— 1 TAW CONNE11'' T�R�kE: 7'%JE WAS-L'ErLrA14C[�A►1KElCTl'�rV r��ct,��rn��tr�rr s�arcrrrriuc rs,r r.. r3 LO A; — - — - 812 8.La Cassia Or.•Balsa,Idaho 93705-(208)345-SUI -(208)3458946 FAX Page 22 of 45 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK' GROVE • 8 SOFTWARE PRINTOUTS AND DESIGN AIDS 8.1 ENERCAL.0 Prp*d 7k: M1'Ct7pp6�ARKET �+ � Ineer: P�caSN 51 L PrC;pC�1 q: 1�GE'.T.BBDQ �`D141. G9K TAMARACK; .01MVE General Beam Analywis n7P4•��eneoot t<, ce.4nr�.vw,. -�. ..,. idiM4G4LC rIC,�9rErld'01s,a� 9amra Been no" as F'aedc:umulos 25,000.0 Nei 9paa H 9pa LrVih = 10,01 Ama= 10.0 MA2 h1a;1adoFlarfa to Ion U+4 - -?t?yrl�l+Ia��y�ts-xrnsseso wFOA7s.a�y,. x az ,t bran w a EeE i E AWled Loads Savea kwWs smamdL Ldod Factors vat ba npp&nd Int eamubkm- I' o m�oaa: D=aooso, C.UN,s-0 025% W-401906 W,,Tn"WM WO*M201 Y**mLM3xmLDed: -,&W-jhs&W4 DEMN 8UIla`MY Ma]dnlum Bard"= Z- M$N-R Maximum Shw= A_9338� La16 Utnb rw 1n 'p+S+ Load CombMon +0+5+H i Lwjllw d'r-amum Qi Wm 4,60H Loon of Ru)d L m on open C.ipp 9 sanai:*two mgkmumcodlf'f Spar11t1 Span a*two nwrrmp=ws Spe!1aR1 ! Metz rum Deflactlon t tex Dmerersrd 7mmAm CmA*zl n 0-011 m 10923 W"Upwwd Tw4jert De%dlinn -0.0m s Z021 a Max DwmWard Total DoeeFon 0.013"n R586 k4m V7,40 toter E7atisctfcn -0.003'n 45450 Mmrbnun pores iL Vressm for Laved Ccmbkvftm Lm�Camt.-Oon ANaGS aRe9ee tueurr�YalAlxrdntVdees Surma d•StxlerVslur� Se,-ren(W* sw# Y Y drm4 tagm. WA.mv; mkai w,,nwcmipi C'b Pm VaM R 4Tx Vn>domma C ecm6 UAAm 71 Env" asgn L- 10.001E 1 2.01 2XI 093 +ia+{4 04gn,L g 10A0 fi 1 125 0.25 010 HO+L;•1 Dsgn_L� 10,DC R 025 025 C.10 tD"F 01gn,Lz 1UPt 1 1.72 1,72 0,60 H0.9+N Dsgn_L- 1A00't 1 2.01 201 C,03 *D+O.i59Lr+A750L-H D19n.Lz 10.00R 1 135 1,35 cm tD+0.76% '7505nH Dmr L- 1400 it 1 !b7 1.57 C12 +D-O.t'10Nt+N 01gn L e 10,00 t 1 -0.32 0,32 0,13 +D+O.YS+H Dtgn_Ly ,IIDD1t 1 025 0.25 CIO t0+0.?mLrr 9.?wt 0Aw&+H DIgn.L� 10A0ft •g2 0.42 037 +0+0.750L+0.75XB 1450W+K Degn_L� IRWt i 1.14 1 t4 0,1y +D+0.756L 0:1S06r031SC:+ti CstmL: 10AO1t 1 127 1,37 C.72 +0S0D+0.0 P+G 80H 0v!n.Ls 1nmft -CAW 0.42 0,11 +ORI NVOIF10301 Cso,L- 10A04 0.15 0.13 Ovwd UNA,Lim oulke aes 10+f Cw**1an *on Wa`--'W Ivto ana Span La/dCortb- -a Ahx b'00 Loreion in$pn.= +Ft 1 a.,'25 4360 a muc O:::K 812 S.Le Cassia Dr.- Balsa,Idaho 83705•(208)346-8941 -(208)345-N46 FAX Page 23 of 45 • > .., STRUCTURAL ENGINEERING CALCULATIONS -TAMARACK"Fw 4 3RO VZ • POATRW MY GOODS MARRE xj%$H SIGM Pr*ct ID: TGEIT-SW Mh P ed Maur: Gl3X TAMARACK:3r GROW (�r1@ral Beam Anal�iIR a a1: � ,� t aerear,ae ENWcwc.Nc+es+9olr 9w�o.tt,.a9,�»7�t�r !! De tdg1: {>:UKOMLiLY�•iu i vediml#bactYm V&%WhKpS k LW Cwm4iTni21im1 swpxe I suApuKs oOIINAIA7fIf1r:11 0.934 000 DamllW t,5 "59 QX65 +Q+h O.006 0.090 +P+w+ lo06 C.999 +0+um 106 6e6e +C+S+H ism V00 +0-K 150Lr+Q150L+# O mq C.639 *"j5X*0.?SOS+4 0.726 C 660 +C-W.eM+t1 _1190 -e,130 4A20E4 0.99! Qic9E +0 J50U+0.760L+0-4fijA4H 0m t2ol +0+0.75LX+0.n08+0A6014+H ISS9 C.3T9 +p+i 7Bf1+0.75r�+01ht5(cHi O725 Oise +G60eM0.56►WJ97H -0.1m t 199 *D80M0.70f:+OpGi 11050 0.069 D ONY 0.046 "26 LrCfiy 0_SM A99E L3* s Oar O.4l6 0-602 wont' -0.379 tl?9 E Odr Ha" 812 S.La Cassla Dr.-Boise,Idaho 133705•(20$)345-8941 •(208)345-SW FAX Page 24 of 45 " ,- STRUtTURAL ENGINEERING TAMARACK 43ROYE • z - i a J1r*dT 0e: NIl'Gpi]DS ta,4RKFT Erww. B1C. 1151 PrtrectlD TGE07- 02 TAMARA4K� 'Oft( +'E General Beam Analysis ."°°`r l ii�,c++ss�v,►,Eur or+Ns9ai,,n rba I DB6d10G6ri: CF i 1i4 1 wi:i� t3erlxa!Bs1a Propartlaa HOC 6lOdulgs 20.00010 kill Stlm1F1 'E Am* 10.0 MA2 hdar4n wooer - 100.0 ir% - x spas�fa.so n Applied Loads bade erwad.l.aad FacEmm vAf he Owled kr MIDAZLan. Unitmm Load, C 9,0050. L=0 OX S r 0,0250. W z-C.01 M ksf.TnbuSs'1 Width•19M 3 VwftUn[tamLoad: SIS.F}_4049F9>O.D1a�.1xta�t'=0,4�?N.A14T, 1bYF�C,=3920R DI S Mi Sf1l WAR1' _ NtM"uT Benching 2.717k-ft MaRlmun Shear- I ZJ7 kk LoadCombirWon +0+0.75OL4-0.7MS*'i Load OwnttTvOw 4D+0.750L*0.751%+H LOcatlro,of mazes ri 9ns;cri 4.56OR LOMOM of m 4mun i m span Ao00 It Sp6K Nv��6 maxhtlum yxlas Sw f i Span#*wmmmwwmom m SpTn 1 Umnuw QcMvclipn Mme DetArewp d Trarokot Dd.clken 0-011,Ii 10116 M m Upwer�Transient PeOedior -0.005�n 23581 Mwt D""r"T*Wli Dw%*m 0 015 it 7442 Max Upmrt Tope 00400kn -O.OU2°n 52987 _ Mmdmim Fors a Sts m 1w Load Caetbkm*dm t wA cam*-:lion �1wc 5t�essEtafas S1rAmary of Alonpnl YisAs rwnrnary e'Sha1r W luw aw-rlL-0 $panf M V Alma+ wam. W-W1■ Nhn NP oonyN Q Km VOW-A Vr* yr4pro ga 9nreralk Ath%in�n 6nrcno - _ Dspn L= 9 5D R 1 V2 2.72 124 t0+ti Mgn.L- 9.911 1 022 022 c 09 bH.+H oagaL- 9.5PH 1 1.55 1.56 0.65 +O+Lr+H Dsgn.L Y 9.SC w 1 022 022 0.01 +0+5-H Dm,1n L= 9.5D w 1 2-" 223 1.06 +i7d1750r,+0.750L•H EhgmL= 9.50k 1 122 1.22 0-51 +D+d.75M+0.79it3fH uxjnL- 6s w 1 272 2.72 114 +4+0L6CW4H Dagn L r B°N"lk 1 -0 A 0.24 0_12 40fa7.1+H Dsgn.L= 9.50 6 1 0.22 0.24 0.00 +0+0_T.SOb 4'7 5OL'0.4W W+H D6gn.L a 9.501 1 3m a a3 035 4+0-n g+aaees+e-4aW+H DQm L• 9. N 1 2b1 233 talk +e+a 7so�te re6s+e s2au�+ Z72 2.72 144 49010+10V K.dOH dz3n.L= 9-MA 1 4.36 0.38 216 -}0.6p7+9.10E+p sOH Lar'L- 8.510 1 0.13 O,tB 045 Oworall 15tmotaa Dd hclloas Load Com'-rr0on $p.n W*t %'d.° Lvmkn r$w Sad Chia 9.M kiz '+'W1 L in%am +04C750L'0. 0 0. 0 rA 53 A-7" OJ)MO CLrw 812 S.La Cassia Dr.-Boise,Idaho 83705•(208)345-8941 -(208)345-8946 FAX Page 25 of 45 STRUCTURAL ENGINEERING cALcuLATiONS TAMARACK GROVE71 Prvjee Tidw W. GOOD$MARI(E' Engineer. BIKAstt51G�E11 P vea la: TGE+.rBgoa Mat PtioJrQrocr �B?C TAMARACK ', GROW General Beam AnalMs e,asxa►c�-esl,.mlr ta�a w tr.a�.� wi,rela ' ' °° - Desalpt;prr: C�inniwir.te�.Y — WrtMRueljetlL SupportRssba;FwIoIUo1~1 Va--3sInKP9 u"C2TW&MOM Suppanl Suppat2 Owae MAX .,•n .. ...... .. .. ... b+erell r a�6a e.osa +D+1! 0L93 O.Qes +D+1•4H 0662 +tsar +DAjl+H O.b93 6113 +4"S+H 1p61 LIM +D+A,76b1K,?60L+H 0.512 b312 +WQ.76frt+0.7503+N 1 23f 1 b47 +D+tl.9DMY+r1 a1.123 -0,123 +O b.l4E+I� CAI OM3 +D Q.75q rW,750L+0.45�Jn+M 0351., Os" +D+0,7501+0.7305+00'S1R4F Ws O-W .D+o.76b1«o.rsas.0st1v#+H 1.�27 1.647 +os6D+od1uwaloH -0.1ec -0.110 +o.6Drhb.7oE4WA a rani ajw D Olq 0.;,3 C M3 11 Only L onb o.5s>t a-s S Orov 6A67 b.718 IN only -OM -0.860 E DNy H Ord $12 S.La Cassia Dr.•Boise,Idaho 113705•(208)345-8841 (208)345-5946 FAX Page 26 of 45 •., STRUCTURAL ENGINEERING CALCULATIONS TA ARARK"GROVE Prpjsetyw id'11IO= KEP AN .I €mphear_ l KA5}i SIGI protect lM Trot P1 (I ', 111i PidsdW r CBIC .TAMARACK " GROVE ,.1 Wood Beam ^ - 1MrMl�F�nsG�lVltiSi as 7e+6NC.1%.0 nA;3l6safl'F AMk'Dt*8i0.+,rYi't>L� Deseriptf0a: S-za Cot*A*FJYnwm Ce1alWans pat•NOS 2015,IBC HIS,Cli 2010,ASCE 7-10 Load ConOWnw5w Set:iB&2015 Materlal Properties Amllysls Method: Afcwabba Wee*17eaign li 850,0 psi E:Aioatrius 0(F400* Load Cotrt'nali 18C 1-91$ l - $50A psi Etwnd-sx 1,20U 0k5l Ili-m 1.350.0psi EmMilooM-b 440.0ksf WoW Sown :OouglasFir-South Fc-Farp 520.00d Wood GMt :No.2 Fr 1 t30.0 pli R 525.0pd Density 28.?9pc1 Beam Bmo% t Beam Is li graced against lalstal-torsknal buckling Span=9.50 R Ailbd i.oaft _ !4-iv ce::ids vntvrad.:.zd r3.`orsi w•.E.r aar.ind�sr ralmSa Beam sW1 saipht cgr1ated and added to;oadm Untrmlve4:O.0,00C, lr-0.030. 5-0-0250,W--0,0IM11 F,TdbAmWidthi-5Aft Union Load:8--D.QT997W.TrWWrp►Yldltl=4,911 iiarft UnAw Loed: TriaYYM-1411 1i Sl1ltld<ARY -_ -- _. _- • Ma)dmLm B��rtfl Stress FUWa = a.B4tR 1� khtudmum Shear Stress Ratio Section used far this span e-zo Sw on►wW for lflis tspan 6-Zn Ib:ACa.Q1 - 849,Npid W:Actiat - 37.82 psi FS-Alowahra = 1.270.75pA l :ANnwabl• = 207-00 pi Load COn1tA°ta60r +0+54H Load Cofthgor 4454H Lticaoen W midw-im an span - 4 e 3 1 a of m:uunum on spiln 0.000 t 5pal0 mmee maxim omm - Span#1 Span 10 Ahem rlaldmum=L-3 - Span 01 Ma)dmum bcf4Kjion G.1mDavat,wdM TrAa*vtoen�tllen 0.308:n R+Ua• 37D:-360 Wo��i y raat ml rkAmllnn -0.11 B In Rail*- C56>--366 64au f]owmord Tdm[Wan km m 0.15,;n MAO- 37 5-180 Uak Sao TiAW omfle c 0.046 in Rate- '4P1>=160 Maximum Farces dr St ewes for Load Gastiltlinedions ic.'+d Cor*,fion ii$two arks f.'allsntYAt ass Ssi,srY.ir,e SKTeraLE-Iei Sp-4 M-4 Cky ';I Cr G„ C t Ct- M b Fb Y to Fv +R+K 0.00 ro0 0'+ a U-ph=Mtt 1 0,10ri 01020 0.90 1.100 1,00 1,00 1.C/ 1.00 ill 8.!! 104D2 WID 0.15 454 10210 411 1.3m 151 1.09 100 110. 1m r.uv 0.09 CC, Qm Iltr;7i4oi0tt 1 0.Q14 0,025 1110 t.D00 1.tp 1. 1 t03 1,t" 135 oil 11I.00 0.19 4.54 180.4n +fiN P44 1,000 1.09 11r1 190 17C 10 CA :.110 0.0 a 71 "=9.A0it 1 0.?qq 0.107 1.25 1.000 130 IM IT V-" 140 2.01 �5144 i044,7$ 0.79 24.95 Min +Wd+H 1.a00 1,00 1P 1.94 VT 1cr DAO 00 ov, o.W LM',1lh=etas t 0.889 0189 7,1 S 1.3m 1.00 110C 1.N l,r" 1i7 3r, *4mm um'75 1J-' 37.82 x0790 +W07"w`I.T•ti 761111.4H 1.300 1,00 1.53 tP 1.0 M 4A0 p 00 011 0% 812 S.La Casale Dr.-Boise,Idaho 83705•(208)345-8941 -(208)345-8946 FAX Page 27 of 49 STRUCTURAL ENGINEERING .L�i� _ . CALCULATIONS TAMARACK M QPDVE C 1 E ': i •`S i•L Rv)vd Tlb: MY GMN-MARKET Eq!rftr Gbaa GBASN Mrntr�Id: 7GE17-B90Z TAIRA CAJUK GROVE Wood Beare •�cb1BRPrh.e,7 � . wlacLr_M4m W5 1K0a-C1JABQ141-111a " �_ ._-°l Iw011w Load Cart"'won N�S4a�P.a1x ►'MMri Va;:#s wear Vaa� S""Len t Spr-8 u V Cd CRd Ci Cr Ca C 1 c W +b r6 V Y F4 w3h=8.5U1! 1 0318 0,085 t.2; 1,3W 1-Do 1-w 1.00 1 r 1L7 I'" 00 a3l 138125 R@0 IV A MOO +0+0.7bOL+D.750$+M 1.J00 140 1,00 1.0: 100 1.37 QDD 0.00 C 1" 0.00 =4.608 1 0.e22 0143 1,16 1.JQD LIM 1.60 1.00 1.G3 12D 2-f1 583N 1•M.75 0.01 29,60 20-6� +D+RdOVWH 13110 iA0 1.0"a 1.63 tw 1-pi 040 0.02 6•:' 0.00 LA-0-gm A 1 Btu Q,oit con I-w tan 1.0: 1,OC tc3 1-tn 0z 64.28 1?29.00 0,i0 2w moo ,0ran-H 1.300 LLD 14 1.w tG7 1.00 CA 0.D0 n.-3 OLM La'lb.RMIt 1 0.c5a 9116 1,60 1" too 1XLO 1.00 1-00 1'4 am INw 1?" 0.16 464 29-00 +D+0.750@0-750�+6 A3CW+H 1-100 1A0 10 1.QC 1.00 i.iW ox 0,0 C.00 0.00 1.01 h=Ran t 1 0-V8 6,Oa7 1.80 1.300 1,00 1.00 1.9J tt6 100 147 3C8.70 17MG 0.5 f1,S2 2WO +D+{k760L+0,7503.O�SOWM 1300 I'M 1.06 100 1.00 tw ODD r,DD Uj (LAD 1.6,0.6.50h 1 0.302 0383 1M 1300 1.00 1,00 too 1,00 1.00 2.�2 533.45 17UX OR 2183 23A.1+0 .D.n7sx+p,�s0s•o5t�a�••: 111e0 1.00 1DC Ito 1.60 1•c 0.6o on3 ns 1 MOO Lrlo-0.5DIt ! 0-375 0102 1.60 1.300 to 1.60 110 1�; 10 2.,41 OnA 1768A0 0.91 2S'58 28&00 +11im r'I1g1M2 AH IADD 1D0 1,00 1tP5 1t7 1.6� ODD 0D0 C,Gy 0.00 Luag1h=a.mft 1 0.C83 0,01T 1.50 1.300 1.00 1A6 1.00 1D0 1.80 042 150.87 1TA&D0 3.15 4.A4 288-30 +0XlD+0AEft.6ON 1-100 1D0 TV 1 W 1.06 1.00 ODD 0o0 Ull 0.60 Li';1h--Mat 1 0-635 0In9 1.8n 1300 1.00 1.00 1.v W 1AQ U4 6LI1 1768M 0.03 2.73 2A8.00 Ovoi l Maxknum De1leC11ons Lowl&rkimkon Span Max"Da LataGnoSpan :uedCan Vax","Oc4 -ocalonHSpa1 • #i 1 0.3dOd... . 4-750 ,,.�• V/ItiGwpteactiocks Supparcnolax:Farlati M Ye.Minlops LokcW0.21oe SaPpafl Ez;'l2' -ovWMAw -. . ire ...._.'� .. 13MM119- .��_.._� OmniWwhn, •54U 4460 *D•H 0.166 0.10 +DfL+H 1165 O.fA6 +D"H D.A78 D S7b *D•S+H 1.385 1.320 +DW.?6DL4-0.750L+H 3]06 3.7w 4-04ClCA14H A.1:0 4-M +0f0.7n°+H 0.166 0.VA +nW]501i+d780L•0.4 "/t+H 0.493 0.403 +DfQ76 +0750S+C.4iEiVfM 0.873 aim *OW.750L+07503+O.Sw0E41i ON 1.= *O fl00✓J 60Wf(030Fi :177 4.177 *0.0CD•D.TDE+Q �1 0.0% 1VP OOny (066 O.Hib i3 ok* 0.7t3 0.713 L Only S Ony 1.Y20 1.15r5 w" •7.480 4.4£0 EOny H any 812 S.La Cassla Dr.•Boise,Idaho 83TO5 (208)345-8941 4208)34"946 FAX Page 28 of 45 .. STRUCTURAL ENGINEERING CALCULATIONS TAMARACK= GROVE • Pr*cITitle: MYGOODSWKFT OgaclUescr :,'BX BL Praett l0: 7GE17 B9C2 TAMARACK 7T-GROVE ts�pp, 7i�c !h,'.AGiLG W,`!i3•D7l�.RMi.'D T?.1 i9,'M�f.T7i�' D•s*§cn: 2916 C6d@CCH Calculations per ENDS 2015,IBG 2016,CBC 2416,ASCE 7-10 Load C.ombhraticns tfsed:IBC M5 eon"kddelatiw AnaWs'Mebiod: Allcw9ble shv=Dwaign Waod 50axl Nam U6 Fsd I9wkM Top&Bottom tinned Wow Gr2r roAsr"I. Graded L..,rnber C viral Column N•Ig+t 8 20 ft Mood Manber Type Sawn %Od1spem s rw-SoLdh ExxtD; 1.50 11 A:wr QrCv wDwdo@ FxiDCs Ydcadrir•d• No-2 0�" S.SOEn parCKbrl1•ndhk8 1,30 Nee B;'?W W?, AorCvrotG:r 1.10 Fb+ 850.0 pd Fv 180.0 psi 20.797.r� ClorGrkr7c�a'.uk 1.30 Fb- 850.0 of Ft 575.0 psi }� 1.647 W4 Crr WtUra Facbr 1.0 Fe-Pik 1,350.0Vs Dens1ly 28.70pd Q:Tsryoral6*RFsd0r 1.0 Fe.Pesp 52.0.0 4 tt Fhkl Lk"F:a<w 1.0 E.Wn*1uv of EM:ty- x-x Baadttg Y•y 60tdlra k" 10�BOW roMirna 1..0 Bask 1,200.0 11200.0 1,200.0,A Use Or!Repeb1he No luTntlrtaa 440.3 44C.0 &aod DONNY kt daesetbn Qudd W*%cauaxes: X-X(width)axis: Kly brrjd agatrglMDW;okrg xrK AA Y Y(depth)eas: Faby Lrr-ed agatnsibw*P- along Y•Y Axk APQllad l oa#a iWored.'nar4 Farnrn y, be P+V';Ad Fir calct•Sa!.� . Calurrr s0f wc*i i dL*d:13.483 Es Dead Load Fatdcr AXIAL LUAQS... Axial Load at 8.20 It,D-0.1880,L=0.7130,S-1.221 k DfSM NARY Banding&Shear Check Resultr PASS Mex.Axialr6andirg Stress RMio-• 0.11":1 Maxhwurs SERVICE L.abr•1 Wad Ramcdons.. Low Cw~on +[M.75&A 75Wft TWolon9Y•Y 0,0 k ttc*,n a ong Y•Y 04 k GovemMI;hw rar,,Tle Camp Only,tc1Fc' TrvelorgX): D.0 4 ft1$'Talongx•x 0A t Locafm ofma+ak"ba•a 0.01 Msdrasrt 30tM Lokd L akd 0•flsea•at... Atmmfdrr3nlnmts•valuesare. ANYYY 10A A D.0R Pbun ase p}iAAdd 1.629 k k lab mw*% on:aft lq,F 4 Wx (10 k-ft ►M jd lay 0.0 k•R AUong fWf 0.D ^ A D.0 1 above base re;F.'aMbM 1.70775F+ IhrltxICWW^aa0n:nfa Otbdf Fades lead ke eale•W0 allombb sttrtu•... PASS Mwl,vm Shur 3tess RzdD r 4.0:1 fkvno e2 fa;wf;uz -cm'-L Load CcstAaban ib+O_e%VtH Luakc,dvem kcvo how 9.20't Am�cesim shaak b.0 M WAv*la slur 2ea,o a� Load Cox6twomkaltlts -.im AaltI+8end!ndralms palm LYbid MM BkearPA'" Lastd CottafDirt3on _ C a C p SI Maa RAlb Status L,otxliv State MA6 $cats �'-O=ftr O d , _ r :: O.OdO� i_006 U.O1tf28 SASS - D.OTt .- Q.0 PASS- 8.201 rbr{tt1 1.000 1.0D0 0.07255 PASS D.Dft 0.0 'AS, 8.2011 lKr+H 1.M 1.000 0.011Y2 a0!188 D_DK 0.0 PASS 8.2CFt ►b+S+4 1.150 1.000 0_D9933 'ASS D_Dh 0.0 PA&S 8.2CR rriro.75 Lr+0.tML.+H 1.250 1.000 0.04be4 i-AAS 0.Dft 0.0 PASS 8.2CR &D13.750L{4.7505+}L 1.160 1100 0.1156 !'Asa D.Dit 0.0 PASS 8.20R ff"O*W-H 1.600 1.000 3.009156 t"'SS b.0ft 0.0 I*ASS 0.20 R $12 S.La Cassia Dr.•Boise,Idaho 837D5•(208)345-8941 •(208)345M6 FAX PagB 29 of 4S h CALCULATIONSSTRUCTURAL ENGINEERING TAt►A LACK�!'V R V E ♦1 . 1 IS I E F Fa*dTiI MY GOOD IIIARISFI. I5 Prow D: TGEMIM TAMARACPC" 11Y►oDd C1alE�nln "� •� 6oarak�ledrlLBS,�titl • ;` o,-, ml!X,Ic11L 96}aa7 wastv Its,Ti.%� 17-T4]6 011sclf�Gon: 2Ab �iY1tlYUfl f )1j _ :Jct¢:Uiy r_•�-_s.n rto bri s.¢I:oa& X-%Ad6R®aclal It Y-YA*p4 *n AA-kwan 11/-&WSbWr1% 1-4 VX-Endliamri! 16w Comb4amfoe CI Qi Top g R Top Boos (1111aq ig T:,w 19 6— 7tp 'D+H UM9 +4+L+H pm +0+Lr4H 0.179 +Q+siH 1.399 +0-47%1.rw,t901.•H "All +047"L+R70DS+H 14" +17+C.eww 0,179 +p+0-t]e+ii 0-179 +0+0.750Lr+0.T6O1.0.4f'iNH� 0.714 +0+0.75a1+0.7505*0.45r,Slwk 1.829 +0.60G•o.e0W+8bOH 0.+, +ORIOp+U.70E 3Q�1 0.1o1 0 079 tr Dimly I 07 3 s 0my 1T:d W only e Only HOq M111 OHllcdow far keel Cambbadi lse ts!cortLj 1cn MicYXIW" -.dnn Dk tmoa WaLY-YDdaalan DIM& Ft Imm in Mee am a 4.D00 1 +D+L4+ 0.0u0 In 01ADa Coca_{ 0.3m 1 .O#r1. 3.0m In OJIooh CAD 7 0.300 1 +DtO+H 440M in 0J7c0e OJI n JAM 1 •0•O.aS31.r+0.753L+H 0.L•-:700 In 6-c1e OM , 0.3m 1 t0+Us9L-o.750S+H 11"In Om011 O.Ago::1 J.mc i 040m4H CLEM In 0.0004 4XI)-4 0.311 1 04000 In ow R 4ma a 011111 +D+O.16A�+7.T53Lr0,4fitW+H 110030In 0A00e O.Oco A J"1 rpr0750L+o.750 ASCW+FI n In DAMBB )AD 9.Gpo 1 +D+075 +0.753S+AS2b0E+71 I In 6no3rt MID J,0o01 w10D+0MAK.60H M=In &-MUM 0.1xD a O.h701 w aaD+O 7oe+0�!a 11,i:.wp In O20 9 00co A 3.3m 1 D +Y I In O DI OAoo a 0.103 1 Lr II I+ In ozo 9 Born JAC 1 to* II in omo 9 8A00 a:xo 1 song II in NDII O.mo w may Bmo3e in (Y00o It I&D A 0,I)m I E Odf Q.0000 In IM o% e.ocn s 9.Oc0 1 H�+y 0=In cocoa DATO a aam1 512 S.La Cassia Dr.•Boise,Idaho 83705- (208)345-8941 •(208)345-8946 FAX Page 30 of 45 Ir STRUCTURAL ENGINEERMG 'r\ A, mum. I I CALCULATIONS 1 f lllhl TAMARACK Tr GROVE E ^ , PMW T"s LN60QASM+FiItKY �� 1✓�` � �Ka..� Pm'mas roE174WM .TAMARACK GROVE Oeytr:;,�n: a%6 SiilSdp! c uji h hc6 �SO in 812 S.La Cassia Ear.•Soft*,Idaho 83705•(308)345.8841-(208)345.8M FAX Page 31 of 45 ..� STRUCTURAL ENGINEERING CALCULATIONS TA)"ftaOK' QROvE • r;. r e. &2 SIMPSON ANCHOR REPORTS • Anchor Des{yner"O Compaviy. Taaaradt GKwe"-r)W-r%O IDS.07 9r12M1_1 E 6.r. Okass dM P vsSoftware �am 7G��7-s�Q Pt-see: F.mall: Gt�sktxr o4rt>FenY• Anfje�'Aese�rGon: Gusimm=bct name: LocaftT.. elretonesr a mall, Fae"M9 description: CBrtYAw L 2 JIPur Qrlta d.Andear Pmmgtara (�ananf Bpyc h4twkT WOO R**d:AGl 316-14 CgrecreW Na mlrl weight Vnita:bran units Concrete thk*n"u,h*uh}4,00 +guts:Cnockad Arecbw hdommlivn- Contp—A'ra"th.r.(Pdx 22M Anclwrtypa:Caft+4ac" W.y:1.a Matarler CarbWt Steel NYirNTuwrr'5lt Wneflt`pfr:a bx=n 5 shear View"Onehx 0,375 SoPPlemar W n*kmGvTWC Not appticabte Nam1xalEm6edMnrttleplh(+rh)2,530 ReP140'carrrentprmWeodatcomemNo F teetim Errb>sdAm"depth,h.r Qneh� 1.770 Do not aarvalhwm awLvou bt&*out ut tenon:No C-Im report:1CaC-r--3 ESR-2T13 Do not evaloote canuete brnal uA.a 4-mar K4 6Pt Nt rFpksble lchdwkr No Hu uP Brout hmn(ied Y 4.00 c-Inch),2.69 Omw Kale c„*,1in4te)-1.75 Length W elh x 111irMau t,uh):1s0 x 36-W x 0-04 S-,;Wh):3-0 Load and G.am" Lead fa Gar sosros:AC1318 Badlen 5,3 Load mn&k Mau riot art Saiarrrodasigri.Yiz Ai-Own wbo;Wd to sulsia1n4d tsnaim Nut mgpkaM DucWy aecdon for tame.om 17.2.3.4.a id) DucKtysection for shear.17.2,3.f>_3(b)is a� C.bmr eel ese Apply e-W-d4-m loed at front mw:No lYl4't m only rtm%li>$vAnd arOw ovisraic Yes .w p vr. arcs . .R-a Inpu do and rutm r-'Ari thf[katd for■FMJIW%4h ineelxollnp c-cu- W-mo the iWda�wa and jUh!W a rrxnt hf d asud 1 t pn.l-.y. - 634 W.ta9 PAMQ n A%Al jerd Pkessaiton,t.A945d8 e sane:A99.9.v�,.�raLq.5 adt.Wi aw Aa ftlemm 812 S.La Cassia Dr..Boise,Idaho 83705.1208)345.8941 •(208)345-9946 FAX Page 32 of 45 STRUCTURAL ENGINEERING `� :,� •• psi .. •a TAMARACK T GROVE • f S E R t O ' • Can Tamarack&vwn Er�neenrip Date. 9112Z2017 Anc7or Designer Tu EA*ew 9Na=h SI dat pWW 1215 r Software P TGC174=2 YK*�run 2 63a 0 Add **- PhWft— EKrrai♦: 0 wi t � A tD --_ maq . 18.00 Recamlkended Ancbm Anchor RWMN Nan HDM-1.+1 17tprt HO hnam 2 5'(64+nm) Code Report:+CC-ES ESR•2713 lapur •nG MftlRx maps cFrSklyd iar YQrrOnln YlMlYlf Yxt:111R c'au:nc�cac the q!RNiRr g and gildN:ts rnuy Cd CMticCG},v Wrd>�':�. S4StiW.l:iePaatasEauL—v Meaaortm4CA4aaee-*twrpw9k's,V)A,-)Fact;9.94.Wlwomsin-,2tk=ms 812&Le Cassia Dr. •60450,Idaho 83705•(M)345-8941 •(208)3454946 FAX Page 33 of 45 STRUCTURAL ,•„ + - •• CALCULATIONS TAMARACK 7' yGRdVf Anctx r L)esig ivrTrl Compaq Tareerark Grove Englnat" Dale: 1901zA17 rJOfflllr8f@ HfIwO del F=A 3/5 P%ect T rF �7 SB02 4e on�,S.t»6.0 Addrem: L PfmrmL E`Inell. 3.FAmMM Anchor FUM Arri1� Twu+on bad, $hoarkad x, Shear lalydy, Shear toed combired, _Pier ) .. V.m �... .. Vim.(It) ..iV++�Y*(�'•rrY'(I b) 1 30010 0.0 640.0 864,0 Sum 300-(1 0.0 650.0 Woo man mncreie cimprenkn mraln Nb 0 W <Frgum 3s Maedmuln t"Mole oorrprentm We=0m):0 Rt ubrilbnskm lnree rh):300 renstlbW cmvr*mkw force p):0 Eaar 4Y Umsultanl tvfu b braes in x•axfa,Q,,,(ireh 0.00 Eecerdrtdty e►tmUnt lea:fan'k noes lny-wt%V.,Cmzht 0.00 Eecrnb[city etrswUnt shear forces Ia x-erds,e'-amhk OX EeGdndte�r OlrtaUlFanl onar fofcee In y-aas,6'yy pr`clSk 0� - -..-.. I N.(lb) ,, M_(b) 10890 us M72 4 ConOrele ut Skynath of Ancher in rmaien[Smz 17.4.21 Hs-fc�,`,t.rw+'(Eq.17.4,2.2s) ke 4 f-(Psl) h.(n) M(b) 17A 1.00 2.i00 1.770 2002 0.76104_� (.4arj/hM.�1Ydn�i.w'r aroma Is—171-1 S E%17.4.2.1al A-k QM Aft. �;n: �:r�) i.4� V;v V�x w(lby o.7s w,pe) 1.OD0 1.D0 1,000 20M DM 976 PLOWf Awchor in 7mcf on[S�17,�� D-7li�IV,,,,�tl,7Q_'P;n"+r'1i�oI7,Spgf:(Sic.173.1,6q,17.4.3.1 8 Gvd*Report) M(lb1 f-tpsi) n 3 75.JV t[k) 1.0 1-00 1m 2500 a.50 (1M sm Inp4nesat aria r■.jncaKbecheawetnrnpvanw�vnih the slandwluand guide-AKmunbechr;kadbrpltame 4. 'SWr W.t.aa Antasf U"&deM f mmwmn,C.r19= Fare m-ep.9m w,vw9Y�iplle.mne 812 S.La Cassla Dr. Bolse,Idaho 83705-(208)345-6941 •(208)345-0946 FAX Page 34 of 45 Project Naryle:MY GOODS MARKET STRUCTURAL ENGINEERING TGEJobNumber TGE17-6902 CALCULATIONS TjkMjkRAGK'l-'©JWVZ r • u s El` • Anchor i IgnelrTM COf1WrW Tamarack Gimm Engineehing wee BI12r2'017 BLk2ah S Pa 445 SoftwareTGf:17�902 Vern 2.6.8128,0 Addrasf a PEtwret E-mail: II 6�l S}IaPel�il9[9ot�wC.IrL��r1[l�si.17�5.I1 Y.Concrete Breakout Ssresott haf percher in Shear(Sit 1 shearpArpentikuterto edge inY-&Rm iolr- Vp,s min 171t f&T,,.id !fln) dt.(In) P;IP41) Wr(1 ) V"W 1,77 0.375 1.00 2soo 4.00 U39 -Wµ,-4(Au1Air:c}'P'otv`f:�f'svYp(Sec.17-3.1&Sq.?S,2,is} A On') A'�001 'P: a 'dsr 4,r Vi.56) 48.00 72.00 lAm 11000 1.226 2239 On 1337 ShwpmWW to edge»y-tifrradum• Vs.=min(7(1elay'.'dl„LV1�Cy s 9%;Y,e,'4(Eq.17.5 Z,2a&Eq.17.52.2b) b(In) dr(In} G(PQ0 wr(in) Vr:Da] 1_ �v�.=��a.;,l.�Y..fr��f�.�k�v:•(s.�.1�,3.t,1x.s�.�(�ya� 1,.�.z.1ay '4`k�m� Av:a( 'fw�y M'aK 'ii.v V*Idb) 0 ,,ll.,.(%) 72AD 162.A0 1.000 1.000 1-500 4296 4.70 40111 1O.Cnhh:reRe Prra6 Strength of Anchor In Giber(eK tTJ.]) W,.=ark.+ua t-'4 (A A,w}:wr'f'.&Y:,J4(SOL 17.3,1 S Eq.17 5.3.1a) k o Ave.(k'') A&.t(Ir?], Y'_hr Y:4r Y"n,u Ale obi, ovio llh) 1.0 1. 1-000 1_030 ow 0.70 11.Rowlata Mraction of Tenslie end Sh mr Farena Lam-.17.6) Tension Fantaad Load,N..,Ob) t1 Lp 9V-Vm,oN.Pb) RA W S1elu8 300 7079 0.04 Pan Carorefe bre*oA 3'0 4T8 0.31 Pass Pulaut 7P0 SU2 0.50 Paw(67mms) Shear Faau Load,V..OX Des in Blrexth,oV.(mil Rahn stenos Steel C50 1713 Q.33 P09a 7 Catcratt brukoul yA gm 1337 0.49 Past(Okw ens) II Conrrels breakout x. SW 4010 mis Past(Governs) ['ryout 850 1401 DAG Pass Ihierwtkir ahpak fN .1M. V.."Y 0aimbinma PaGo I rdaebfe Stalus Sm 17,51 030 0,49 95.6% 12 pulls 716-N TlWm HD,1lrmprM s"(fr111fMnJ nla�t4 tk0 001 6W ds%n OdWl a. In"dda and resits ff,"be dmaked for egmmn&W wAh twoklmitg aru•netmm",e,e immmhwe and quldM-as rme be chocked la-ptr:.am:-q. r.M W.tmr kmai m f)rrteead 14mmprbn.uA NUM Prwnii,S�5.SeO.9L V fat 9".�.efi=l ww.ata e4,eum I I 812 S.La Cassla Dr.- BOlss,Idaho 83705. (208)345-8941 •(208)345ft46 FAX Page 35 of 45 � r r ree TAMARACK` "©ROVE • Anchor Designers"' Campaiy Tamtr ckGocNa EMIremin jDarta: sr-2 017 Erorow- Blkreh jWsl IP y, 519 Software d: TGElMI902 Version 2-6.Mg 0 bras: Pirvna E-rnerl: 12.Wannlnos •Per LiA&t rer inpuk dnctidy reiuir"ents for tutwon limm been det--nined to be ardsf ed- des ,-w to verify. -Ror dwai inpu4dudty se Wnurari5 for shear f Pvm I>ImRd&Wmtkwd iobe eelgflad—dp 7mto vedF/, i Designer mast amumise awt Mgmwrt todelermite it 04 de!Qgri Isw3able, Refer to-nanrlaautrPs produG 1=tgralra for lt-Ae deamng and Inalatieioit InekutUans. I input date end resu to r w Ya CSl Kkad 6r agr"mw%,AM the uaelnp wl..unstaaM tna 93mdwft and VAdfa we nset be dse._4ned in pre fsik..y. b9de W Lm PmAm MW@vard Plemmnw.U y4W VMne:9?S,SW-Or:10 fat 4--SA4irAUl %vN jkr , carr 812 S.La Cassla Dr.•Boise,Idaho 83TOS• (208)W-8941 •(208)345-BW FAX Page 36 of 45 STRUCTURAL ENGINEERING CALCULATIONS —TAMPAACA 7-GROVE • - 9 MATERIAL PRINTOUTS AND TESTING REPORTS 9.1 ID SPAN CHART d { P _ p r- � � •:� w'� w a a �A �l m L � �. � ,'S �►' yb a ;o� � ry Oi pow i " �iSri , A a Feat 812 S.La Cassia Or.•Boise,Idaho 83705-(208)345.8941 -(2081 345.OW FAX Page 37 at 45 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK I �G 9.2 IB TESTING REPORT Josue F.MONTACNA Cgdl wtlag Ear 1315 Cerdova Avmne Glendale,C,aKfic ria k207 (818)2440681 14 i t iAm O 0 SOMIRTIRG ENGINEERING tT MW CENEWLt APPROM APPLICATION I"ZRIikL MANMCTURTNG 3.s-INCH AND 4.0-MCH URETKA : PANMS 3.S-INCS FXBZVAa BS PANELS RETURN TO DESIGN Parepardd for IMMIAL !lAlWAMRING 2271 N.E. 194th Portland, Oregon 97210 August 17, 1993 812 S.La Cassla Dr.•Boise,Idaho 83705. (208)345-8941 (208)345-8946 FAX Page 38 of 45 STRUCTURAL ENGINEERING CALCULATIONS TAMARA GkOYE • This report was prepared for IRVerial >lSafnufacturing for suisxaittal to the City of LQs Angeles, Research and DeveRlolmont Division. The purpose of this report is to provide supporting engineering data for Xgwi al xanufacturing s o appl,10 tion for now general approval of their s.5 is Wacd—fr a auEd-- their 4-incb high-density urethane pane1$. A brief overall description of the company+a product is provided in the accompanying brochure Piw-Fabricuted walk-xn FT"seers aW Coole►ra. -,. A series of tests was parf:ormed by United states Testing Co. , Inc. wO by Underwriters Laboratories Inc. to evaluate engineering properties of the panels as they are usad in the construction of walk-in cooler and freezer boxes. Their reports summarizing the test procedures and providing test results accoopany this report. both of these corporations are listed with the City of Los Angeles as approved testinq f irus. REPIMM Formulas used for analysing the structural performance of the rafrigaration panels were derived from Rood Handbook: wood as an Aogi.neaA.ring Material by the United states Aepartrant of Agriculture, Agriculture, Handbook 72. I Panels are, noldmally 4 feet wide and are lalaricated in a thickness of 3.5 inches and 4 inches up to a magivils length of 21 tset. Panel skins are formed 26 gauge (.018 inch) stuC=-embossed galvanized well. The stool skins Beet the ASTM k1515-87 specifications. The 3.5-inch panels =have a 2 x 4 wood fraree (wD) with a Plush edge. That panel skins are fastened to the frame with 7116-inch staples at 12 inches on center. The urethane core material has a density of 2.25 pounds per cubic foot,. No adhaaive is used to bond the core nstorial to the panel. skins. The fiberglasas core natarial is iD the farm Of beats and is produced by certainteed corporation. The product is listed with UL under File R5832. The 4-inch panel to constructed with a highs density (HID) urethanes f:ra" with a tongue and groove type edge. Panels are fastened together with Kason type 1155 and 1136B can-- lacks, Kmxilu m spewing of the cam-lock* is 48 inches on than high- density frame and 57 inches on the Good frame. A catalog i 1 812 S.La Cassia Dr.•Boise,Idaho 83705•(2081345-8941 •(208)345-8946 FAX Page 39 of 45 too STRUCTURAL FNGINEERING CALCULAMNS TAMAIRAICK774 a o I description of the Mona fastener is shown on At-tacbment 1 - Rfgfd Rail Panel Fasteners. Schomat:ic details of the wood-frame and high-damitg panel oonnections are abown on Attachment 2 - Mood Omstructlon Cans-Lock Assaja fly and Attaa wwmt 3 - HD Urethene Construction cos-Look Assembly. Ceiling panels are connected to wall panals with at least two -- fa$tenarm per panel. DetAns twin--air. Attachment 4 - NO Construct-ton Can-Lock VAII to cell j and Attacdaent 5 - ]STD Urethane CowtMation Cam-Lock Wall to Ce'7Ifng. Wall panels are tied to the floor with at least two can-locks per panel. Where za floor panel is used in the construction, a hook and strike assembly is provided to connect they panels. Sea Attachment 4 - WD Construction Care-look Mall to TICOr and Attachment 7 - IUD Denalty Urathaae Can-tock Wall to Floor, Where the wall to connected directly to the floor, a natal screed and a floor angle In used. The angle is tied to the floor with drive pins and is connected to the mall panel with 014 x1h-inch F.N.s.14_s. @ 12 imn hesir on center. See Attachment 8 - Cooler wail Panel to 9g1i41hg Floor Fluor Angle. Supplwewntm infaz7yratiOn on the manufacturing prooeees and the panels is pressetted in Attachment 9 - Product. Installation pr000dures are outlined in Attachment 10 - walk-In Insta,llstlon. IM IN81IMMI S011m[aiFY i 17nited states Testi" Co. conducted a series of tests on panel sectiens provided to then by baperial Marmfecturing. Tests were performed to &valuate panel strengths and load tranatar across confections, the core material density, and water absorption. A ass wary of the test procedures and test data is provided In their three reports dated JAIy 30, 1993, Which accompany this report. Toots parfo mad on the wall panel to ceiling panel connection were cannidered to be applicable for the wall panel to floor panel connection. Tlha care shear modulus, tension strength, shear atrength, average density, and water absorption were determined from tests performed on X=plea of the 4-inch panels. Theme tests axe considered applicable to bcU the 3.5-inch and 4-inch panels. ftz-face burning characteristics tests on the panels were perfor od by Underwriters Laboratories, Inc. and their test data is presented in their "Report on Sartace Burning Characteristics, 8ulldiag Units Under the Classlfication Prograwl File R14667 dated ruly 29, 1993, which, also among anies. this report. A siu=ary of all test results in tabulated in TABLE ;.A - MMXRZZRINO PROPERTIES, 3.5-INCE ND URETHANE CORE PANZLS;. 2 812 S.La Cassia Dr.•Boise, Idaho 83705-(208)34543941-(208]345-a946 FAX Page 40 of 45 .. STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GRf7VE TABLE I.0 ENGI.NSM)IG PROP YES 4—IMCH HD URE,THl1iE CORE PANELS ON7P' = TRANSVERSE LOAD [see graphs in USTC reports] VJL="G SHEAR STREINGM BTI"NESS LKR]Ci]1l 639 ppf 7406 ppf Minimum 562 ppf 3567 ppf Average 600 PPf 4947 ppf •COMPRESSIVS BEARITM: STRENGTH MaxiwM 15700 16e Kinimm 13700 1bX Average 14800 lbs PANEL To PANEL CONIND ON: T Mf ION SHKA.R Msxi� 1030 lbs 1675 lbe lffini=iiii 850 The 1525 Ibs Average, 560 lbs 1625 lbs MALL PANEL TO CEILING PANEL CONNECTION'. TENSION SHBAA maximal= 980 lbs 1800 lbs minimum 940 Iby 1650 lbs Average 960 The 1735 lkia WALL PANEL TO BASE ANGLE CONNECTION*: SHEAR Maximum 1270 lbS Minimum 1200 lb6 Average 1.220 lbs PAM AND CORE STRENGTH: TENSION SHEAR SHEAR M4DMS Maximum 17.2 pal 13.7 psi 295 psi KLnimum 12.5 psi 8.7 P5i 184 psi Average 14.8 PSI 11.5 psi 241 psi. CORE FLBILI"Y'Y: CORE STEML FACING Flame spread 30 40 '. Smoke DeMity 450 >600 S CORE AVERAGE DENSITY: 2.357 pof } CORE WATER ARSOMPTIOM: 0.462 pCf Connection to wall panel is made vith three Old x IN-inch P,H-s_Xi S. 5 812 S.La Cass fa Dr.•Sol sa,Idaho 93705.(208)345-8941 (2081 345-8946 FAX Page 41 of 45 a # •�� STRUCTURAL ENGINEERING CALCULATIONS TAMARACK •OROVIE � 3 M 7� 7 since the nfaxim= chaps factor tested was limited by the testing equipment, it is reoommmdad that the maximum shape factor be extehdsd to 3 11. The saxinun and shear that can be resisted by roof diaphragm, should not exceed the following, 3.5=I7uh WD Urethane core 400 ppf 3.5-Inch WD Fiberglass Core 169 Ppf 4-Inch HD urethane Coro 200 ppf Shear Walls Though tasting sqsipment limited the size of shear wall that could be tested, it is rocdmfaended that the maxipwa dimension ratios of shear walla be extended to 3:1. The maximum allowable shear loads for the varies shape factors should be: UA&=LZ MAR LOADS ftwt) Shape Factor 3.5-Inch 3.5-•Inch 4-Inch (height:width] WD Urethane WD Fiberglass HD Urethane 3.1) : 1 135 56 67 2.0 : 1 200 84 too 1.5 : 1 267 ill 133 1.0 : 1 400 167 200 'amL-LoCk_Panel Connogtors The shear resistance and tension strength of the cam-loak panel fasteners should not exceed the valuag below. Thine valves can be inarsased ones-third for wind or 6eismic load conditiona. Spacing of can-lock connectors should not exceed 48 inches for the 4-in❑h KD urethane panels aver 57 inahea for the 3.5-inch I D urethane and fiberglass panels. AWAYA fILE CAA- QC $H2 AtM R;afr LOAFS (al sTIPAR TIWSIoir TS-EM 0 Urethane Qore Panel 606 330 3.5-Inch WD Fiberglass Care Panel 604 130 4-Inch HD Uretbans Core Panel 540 320 i 15 812 S.!a Cassla Dr.-Bolso.Idaho 83705• (208)343.8941 -(208)34543946 FAX Page 42 of45 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK QRaYE UniWd Stafte TeWnq Company, Inc. 18+6265-2 7/30/93 r 7. US'1'18 ER swum= TM (CONT.)_ Ball Panel- to ball Paned - Shear Test Mont.) ts: Specimen MAXI M !cede of 14a4 C2bs_11 failure 1 11600 Latch beet, tors pin from pin assembly 2 1,775 Latch bent, tore plat !raft pirt asaembly { Latch bract, tore pin from pin aaseftly Average: ,goo Well Panel to call Pasel - TMEUR Text Procedure i Thou tensile text was psrfazrwd by securicq the floor parcel section of a weal. panel-floor panel assembly ont* t.ho fixW plate of ors instron =china and appipinq a tensile load on the fastener by pulliatg the tell parcel away from the floor Panel at it crosshead separation rats of 0.5 Inc as per minute until failure. fte ultimate load sustalnad by the joint aaaembly was recorded. See Figure no. 3. RMM I to I Spealaers 11laximum ands of leed I lbo.) - TPA3-g_1 - -- 1 11200 Latch assembly torts thrrnsgh panel 2 1,220 Latch assembly tore through parcel 3 1 220 Latch assembly tare through panel 11v4raga s l� T?4 wr a l 1 calling Fastanor Tensile TVl9t (Pigure No. 1) Appx'd by_ Page 19 812 S.La Cassia dr.•Boise,Idaho 83705-(208)345`8941 -(208)345-8946 FAX Page 43 of 45 Project Name--MY GOODS MARKET STRUCTURAL ENGINEERING CALCULATIONS TGE job Number. ., TRA�Cf Q V Unibd SkaWs TwOng Cmpany, Im 100265-2 7/30/9�3 7. mall pattsl to Ceiling Patual, - shear 'Fest The shear teat MW pexto I on an Imtron maftlas by secnrinq the wall panel section of a wall passel-ceiling panel assembly ohto a steel plats such that the ceiling panel kmq over the sdge of the steel plate. A shear load was then avpllod to the joint of the =supported calling panel section ttX*Ogb a wooden 224, placid flatw1*6 albag the joint, at a drosshoad separation rate of 0.9 inches per minute until lailnre. The ultiaate load sustained by the joint assembly was recorded. See Figure no. 3. Speel"M saxixma Node of Hunk or Load t lbs ] lut e 1 1,850 Latch heart, tore pia from pin asevwbly Z 1,973 Latch bent, tore piu from pin assembly 3 Latch bent, tore pin from pin avoembly Awa a 5 erttg wall c i rr�rr��rrr � i n J Fastener Sh*ar Est (Figure go. 3) Appr'd hy. Page 20 812 S.La Caesla Dr.• 6olse,Idaho 83705 •(208)345-Ml (208)345-8946 FAX Page 44 of 45 4 TAMARACK ROVE 9.3 SSMA Screw Capacities 'Cable Notes 1, Capal ltles based on AI5I$100 Section E0, l Puil-OtAt capacity is based on the lesser of pull-out capadty in 2. When cennetil materials of dlffefttlt steel thicknesses 0r sheet closest to screw tip or tension strength of screw, teresile strengths,use the lowest values.Tabulated values 7. Pull over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet doses[to screw hell or tension strength of screw. 3. Capacities are based on Allowable Strength Deslgn(ASO)anti 8- Valve are fvr pure shear or terlon loads.See AM Section E4.5 in dude sorely factor of 3.4- for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Serew Shear(Pss},tension(P'ts),diameter,and head diameter have a center-to-,center spo lnp orat least 3 times the rominal are'rom CFSFI Tech Note(F701-12). diameter(d). 10.Screw shear strength is the average value,and tenslon strength 5. Screws are aswmed to have a center-of-screw to edge-of-steel Is the lowest value fisted In CFSE1 Tech Note(F7l dlmenslim of A;east 1.5 times the nominal diameter(0)of the 11.Hill values for screw strength(Pss,Pt6),may be obtained by Screw, spedfying serene from a specific manufacturer. Mumble Screw CW=Ction Capacity 4 4. *a— lnesrw allaieaw vll& 14 #%a-GUryr1..411rb 0�catenl*PU-Nsa4) IPa�lsrer+.rw•�nittsd iF1wwE33am>t P1s�2m rase.Ps+3ta4 one Tel" D.twitIgOMYHedr titr4'dM027r'1i"d OIW-du,•a4a-rmO "Al a3a0"MI�f40a'H4d a. Pwl m Puh0y44' YW.ir P4LOIrt 4lvw am I Nil Ml `PvM�Qwd:� seem Full 111ill 1S !lT54 33 M 44 24 1 ME 9 M 52 33 1a5 56 -6 105 50 44 127 27 pA2s3 M 33 82 37 1273 W 95 50 1, 143 1 57 199 110 4f0 t01 30 33 33 AS 40 $4a4a 440 1t1 Ss 173 11a 63 175 73 1 33 1=49 33 45 IM 1t 14l72 177 04 IM 15 � 703 110 31a 43 ,'0431 33 4e 214 79 14194 "s 243 1a9 ME Zia l lim 345 3M 144 41S 54 I1K+66 33 45 2M Igo 14018 185 3ra 137 316 344 156 W 424 180 Rl 9B 0A713 33 la 214 M 14049 r95 52, 1T3 3M 551 196 f be No 2D M 97 a.1011 33 45 214 $0 41a9A 19a 94A M• 316 777 250 1 716 t,t111 IN 9% 1 1 4 4 114 14096 195 7T70 It H5 low ay66i 60 66 s NA 14a71 1ai 534 isi 385 86a MS ,at3 261 742 dn3 M 0 214 14o t40 % 195 $48 24i 3B6 717 � 2M 776 aan 326 94a of3,ta17W56214 Ha 14016 195 a4a 3sa 11 717 i4aa 7fa -09 4Z 1,067 1,4 4 "a 160195 648 1 MI K2 ILI F;,_aid Capacities Table Notes 1. Capacities based on the AM S100 Specif[Ldtion Sections k2A for 6. Transverse capaldty Is loaf lrg in perpendicular dJrectfon of the fillet welds and E2.5 for flare groove welds, length of the weld. 2. When cornett]ng materais of dtfferent steal thicknesses or 7. For flare groove welds,the effecdve throat of weld Is tenslie strengths,use the lowest values. coruervatively assumed to be less than 2t- 3. Capacities are based on Allowable Strength Design(ASD). S. For longitudinal fillet welds,a minlmum value of E4 E2.4-1, 4. Weld eapackles are based on E50 electrodes.for materlaI F2-4-2,and E2.4.4 was used. thinner than 58 mil,0.010'to 6.035'diameter wire electrodes 5. For transverse fillet welds,a minlmum value of EQ E2.4-7 and may provide best results. E2.4-4 was used, 5, Longitudinal capacity Is considered to be loading 1n the direction 10.For longitudinal flare groove welds,a minlmum value of of the length of the weld. K e2.5.2 and 12.5-3 was used. ., 76idmaa 4e* 1% 0 r4inrwtd. # 14p4at0pt1B4a�► tasA ltdrlrw ' T smm+drr It�svwae I �irt,ur Try. 43 0_ 1 33 45 4101 i a64 5d4 6" E4 5.0M 33 45 Al I 1116t MM2 6i aM3 13 46 719 136G aw j 1a48 4r 0.1 au 33 45 to to •' 54 a 9 as 905 i566 RM 1202 a6 0A7i3 so d5 �14'a 1t7r2 1241 15q I 011a17 t4 as 1�9 try wcv c pmAy ib,Nkverw auumrssgrur Wren rz 10-.r0 t.fes mil ffc+-VAM+ 4"�rg*tm.Ov Pow afAWW WJ 0V 07, 70 ~.-SSMA=n Cuayrrght 4)2014 by the SSSMR 812 S.La Cassia Dr.- Ill Idaho 83705-(208)345-8941 -(208)345-8946 FAX Page 45 of 46 OWNER &CONSULTANTS SHEET INDEX DRAWINGS ISSUED 1 ARCHITECT MECHANICAL ENGINEER f CORE STATES GROUP CORE STATES GROUP UNITED PACIFIC Col SOUTH MAPLE AVENUE, 20101 SW Birch Street,Ste 260 ST 300,AMBLER,PA 19002 Newport Beach CA 92660 Contact;James T.Lalli,All Contact:Leon Y.So,P.E. LEED AP (949)432-6865 267464-8048 Iso@core-eng.com jlalli@core-eng.com # 5470 001 COVER SHEET • SERVICE STATION ELECTRICAL ENGINEER PLUMBING ENGINEER 002 GENERAL CONDITIONS and NOTES � CORE STATES GROUP CORE STATES GROUP 100 ACCESSIBILITY DETAILS • 1700 Industrial Drive,Ste.B 20101 SW Birch Street,Ste.260 Rogers,AR 72756 Newport Beach CA 92660 Contact:John D.Ferguson Contact;Leon Y.So,P.E. (479)899-7523 (949)432-6865 TENANT IMPROVEMENT jerguson@core-eng.com Iso@core-eng.com ARCHITECTURAL DRAWINGS A-010 EXISTING SITE PLAN • A-100 DEMOLITION PLAN • O A-101 FLOOR PLAN • 2313 STATE ROUTE 530 A 102 REFLECTED CEILING PLAN • r , �} O PROPERTY DATA LL N ARLINGTON ., WA 98223 ELECTRICAL DRAWINGS E001 GENERAL NOTES U/ BUILDING DATA C-002 SINGLE LINE DIAGRAM • � O O OCCUPANCY CONSTRUCTION E101 POWER PLAN • ^ }� BUILDING C-STORE M V B E102 LIGHTING PLAN • LL L.L FUELING CANOPY M II B 0 E200 ENERGY CALCS • Q 4—E +� EXISTING BUILDING TO REMAIN: 2,100 SF � O EXISTING CANOPY TO REMAIN: /� S ISLANDS AND 10 DISPENSERS TO REMAIN(NOT IN SCOPE) ^` c J EXISTING HOURS OF OPERATION TO REMAIN UNCHANGED PLUMBING DRAWINGS U co P001 PLUMBING NOTES&LEGENDS • \\ r P002 PLUMBING FIXTURE SCHEDULE • Z •/ co a P003 PLUMBING DETATILS • L CV ABBREVIATIONS GENERAL NOTES PARKING PI01 PLUMBING FLOOR PLAN • r�n PARKING SHALL BE EXISTING TO REMAIN v ANN ANNEALED IF INTERIOR FURNISHING 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL BUILDING CODES,REGULATIONS,ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER AC AIR CONDITIONING INCL INCLUDING ACCESSIBILITY CODES. ACT ACOUSTIC CEILING TILE INSUL INSULATION WALK-IN COOLER SHOP DRAWINGS BY TAMARACK GROVE ENG. AFF ABOVE FINISH FLOOR MAX MAXIMUM 2. GEN.CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING SCHEDULING AND SEQUENCING OF THE WORK,AND COORDINATING WORK THAT CONNECTS TO SITE DESCRIPTION AHU AIR HANDLING UNIT MECH MECHANICAL VENDOR WORK AND/OR EQUIPMENT.. (SEE DOCS.AT BACK OF DRAWING SET-'FOR REFERENCE ONLY AL ALUMINUM MFR MANUFACTURER m ARCHITECT/ENGINEER OF RECORD AS PH ASPHALT MIN MINIMUM 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF BUILDING AREA:2,100 SF EXISTING TO REMAIN 17-TS-01223-0I(SHEET I OF 4J • FUELING CANOPY: EXISTING TO REMAIN " /� CJ CONTROL JOINT MO MASONRY OPENING CONSTRUCTION,MATERIAL AND WORKMANSHIP THROUGHOUT. 17-TS-01223-01(SHEET 2 OF 4) • g MOISTURE RESISTANT Cn 7 CLNG CEILING MR 4. THE DRAWINGS ARE NOT TO BE SCALED.FOR INFORMATION CONCERNING EXISTING CONDITIONS VERIFICATION MUST BE DONE IN THE FIELD.LARGE SCALE DRAWINGS HAVE PRECEDENCE 17-TS-01223-01(SHEEr 3 OF 4) • n i° W O o 0 17 CMU CONCRETE MASONRY UNIT MTL METAL ZONING `o° COL COLUMN NA NOTAPPLICABLE OVER SMALL DRAWINGS. 17-TS-01223-01(SHEET 4 OF 4) • `m m ` 29 CONC CONCRETE NIC NOT IN CONTRACT o° r #3 0 6 rn CONT CONTINUOUS NOM NOMINAL 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE,UTILITIES,INCLUDING SANITARY PARCEL: 3 1 05-080.020-1 1 00 SEWER,STORM SEWER,WATER,GAS,ELECTRICAL,TELEPHONE,ETC.ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. CPT CARPET NTS IN TTOSCALE ZONE: HIGHWAY COMMERCIAL CSG CORE STATES GROUP OC ON CENTER 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF m ll((JJJJ//UUII - CT CERAMIC TILE OPP OPPOSITE WALK-IN COOLER STRUCTURAL CALCULATIONS BY TAMARACK GROVE ENG. m a r u ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. u a CL CENTERLINE PF PRE-FABRICATED (SEE DOCS.AT BACK OF DRAWING SET-'FOR REFERENCE ONLY') °'E \ I❑ P=m DBL DOUBLE PSF POUNDS PER SQUARE FOOT 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT,SHELVING,ACCESSORIES,SIGNAGE,AND OTHER DEVICES REQUIRED. LAND USE I`\VI DF DRINKING FOUNTAIN PT PRESS RETREATED I-45 STRUCTURAL CALCULATIONS • I"� �y a DIA DIAMETER PTO PAINTED 8. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. c a o EXISTING USE: C-STORE,FUEL STATION DIM DIMENSION QT QUARRY TILE g m 0 9. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. ADJACENT LAND USES: HIGHWAY COMMERCIAL DIN DOWN R RADIUS N� o DS DOWNSPOUT REBAR REINFORCING BAR °v U EA EACH REF REFERENCE 10. UPON COMPLETION OF PROJECT,OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND EJ EXPANSION JOINT REQ'D REQUIRED CERTIFICATES OF OCCUPANCY. o ELEC ELECTRICAL RO ROUGH OPENING 11. ALL MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED IN ADVANCE WITH THE t° SEAL ELEV ELEVATION SB SPLASHBLOCK OWNER AND LOCAL BUILDING DEPARTMENT. EQ EQUAL SIM SIMILAR E,EXIST EXISTING SPEC SPECIFICATION 12. GENERAL CONTRACTOR SHALL INCLUDE THE COST OF POWER COMPANY ELECTRICAL TRANSFORMER,PAD,PRIMARY&SECONDARY CONDUITS,AND SECONDARY CABLING IN BASE BID. 4 1 8� REGISTERED FD FLOOR DRAIN SS STAINLESS STEEL FE FIRE EXTINGUISHER STL STEEL 13. SIGNS ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. ARCHITECT FEC FIRE EXTINGUISHER CABINET STOR STORAGE 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. FF FINISH FLOOR SUSP SUSPENDED I 17 FR FIRE RATED T TEMPERED 15. ALL WALLS SHALL RECEIVE LEVEL 4 DRYWALL FINISH,UNLESS OTHERWISE NOTED. 3 JAM L FRP FIBERGLASS REINFORCED PLASTIC TYP TYPICAL STATE GTON GALV GALVANIZED UNO UNLESS NOTED OTHERWISE 16. ALL INTERIOR AND EXTERIOR FLOOR PLAN DIMENSIONS ARE TO THE FACE OF FINISH UNLESS OTHERWISE NOTED. GC GENERAL CONTRACTOR VCT VINYL COMPOSITION TILE GYP BD GYPSUM BOARD VERT VERTICAL 17. THESE DRAWINGS ARE NOT COMPLETE WITHOUT THE SEPARATE TYPE WRITTEN SPECIFICATIONS BOOK WHICH ARE PART OF THE CONTRACT DOCUMENTS. HOW HARDWARE WC WATER CLOSET .3 HM HOLLOW METAL WD WOOD 18. REFER TO CALGreen CODE REQUIREMENTS FOR'GREEN BUILDING'REQUIREMENTS. HT HEIGHT WP WATERPROOF 19. PROVIDE TEMPORARY LIGHTING A$NECESSARY. r HVAC HEATING,VENTILATION,AIR CONDITIONING WWF WELDED WIRE FABRIC ISSUE DATE DESCRIPTION 20. GC SHALL BE RESPONSIBLE FOR ALL UTILITY COORDINATION WITH THE UTILITY COMPANIES(GAS,WATER,AND ELECTRICAL).SEE MEP DRAWINGS FOR UTILITY WORK. '°-° 09-20-2017 FIRST SUBMITTAL SYMBOLS n3 ELEVATION ELEVATION DATUM TAG n- X PARTITION TYPE 0'-0" AREVISION NUMBER DETAIL TAG LOCATION MAP SCOPE OF WORK S19WgW4l!n�Y� ADDITION OF ADA SIGNAGE c PROJECT INFORMATION BLOCK XO GRID BUBBLE 1 : MODIFICATION OF ADA RESTROOMS AND SIGNAGE JOB# UNI-22593 MODIFICATION OF COUNTERTOP HEIGHTS IN C-STORE CIRCULATION DATE' 09-20-2017 4AX.X2 INTERIOR ELEVATION TAG PROVIDE CLEARANCES FOR AISLES SCALE: AS-NOTED PROVIDE NEW ENERGY EFFICIENT LIGHT FIXTURES FINISH FINISH TAG ro' DRAWN BY: CSG PROVIDE NEW ADA PARKING 3 4} c CHECKED BY: JONATHAN G. o MODIFICATION OF INTERIOR WALLS y° REPLACEMENT OF OF WALK-IN COOLERIFREEZER UNIT a EQ EQUIPMENT TAG NMei vE MODEL AX.X 1 EXTERIOR ELEVATION TAG —E PloneerMwy� PI—IMIYE ©� m) xsi3 Weshing1on 530 X ROOM NAME ROOM TAG -g SHEET TITLE MATCH LINE CODE SUMMARY cU ###A DOOR TAG 1.1—E --Ns w - COVER APPLICABLE CODES c° SHEET AX.X PLAN DETAIL TAG BUILDING CODE 2015 International BuildingCode IBC with WA State Amendments O WINDOW TAG X (IBC) 2 V PLUMBING CODE 2015 Uniform Plumbing Code(UPC)with WAS}a}e Amendments `o r MECHANICAL CODE 2015 International Mechanical Code(IMC)with WA State Amendments a'3 KN KEYNOTE ## FIRE PROTECTION CODE 2015 International Fire Code(IFC)with WA State Amendments a SHEET NUMBER -### SECTION TAG ENERGY CODE 2015 Washington State Energy Code(WSECJ SIM E3 FUEL&GAS CODE 2015 International Fuel and Gas Code(IFGC)with WA State Amendments x ACCESSIBILITY CODE 20091CC/ANSI A117.1 Accessible and Usable Buildings and Facilities,in compliance with the O O PROJECT LOCATION federal Americans with Disabilities Act Accessibility(ADAAG) £ AX.X BUILDING SECTION TAG © moo 11�X o°.3 FINISH NOTES CONSTRUCTION NOTES GENERAL CONDITIONS - DIVISION 1 SPECIFICATIONS 1.2 FINAL COMPLETION 1.2 SUBMITTALS SECTION 01230-ALTERNATES Notes and spectications on finish plans)supercede the following terms and Conditions. A. Preliminary Procedures:Before requesting final inspection for determining date of 1.1 DEFINITIONS 1. All work shall be executed in accordance with the best accepted trade practices A. Qualification Data:For testing agencies specified in"Quality Assurance"Article any architect for behveen the hvo shall be brought}o}he immediate a}}en}ion of}he Final Completion,complete the following: and industry standards.All products installed per manufacturer's recommendations to demonstrate their capabilities and experience.Include proof of qualifications A. Alternate:An amount proposed by bidders and stated on the Bid Form for arch}}ecf for resolution. 15. Submit a final Application for Payment according to Payment Procedures in the form of a recent report on the inspection of the testing g q y(highest standard,lowest tolerance to rule)unless otherwise noted. p p g agency by a certain work defined in the Bidding Requirements that may be added to or in Contract for Copy f Arc recognized authorii deducted from the Base Bid amount if Owner decides to accept a 1. All metal parts(i.e.door frames,doors,HVAC enclosures)to be painted with a 2. Refer}o reflected ceiling and construction plans for location of all partitions.Check 1 b. Submit certified copy of Architect's Substantial Completion inspection list g y' p and verify all dimensions at site and notify Architect of any discrepancies between of items to be completed or corrected B. Reports:Prepare and submit certified written reports where required by the corresponding change either in the amount of construction to be completed or \ semi-gloss Alkyd base pain}color to be same as adjacent surfaces unless otherwise p (punch list),endorsed and dated contract documents or local authorities having jurisdiction over the project. in the products,materials,equipment,systems,or installation methods drawings and field conditions before commencing any work and request by Architect.The certified copy of the list shall state that each item has noted. C. Permits,Licenses,and Certificates:For Owners records,submit copies of permits, described in}he Contract Documents. clarification.Careful coordination in the fabrication/connection of the two is been completed or otherwise resolved for acceptance. 2. All wall and floor finishes shall be applied and surfaces prepared in accordance with licenses,certifications,inspection reports,releases,jurisdictional settlements, 1. The cos}or credit for each alternate is the net addition}o or deduction re uired. 17. Submit evidence of final,continuing insurance coverage complying with the manufacturers specifications for the articular surface.Examine all finish material q notices,receipts for fee payments,judgments,correspondence,records,and from the Contract Sum to incorporate alternate into the Work.No other P P 3. Archifec}shall a rove arti}ion la out rior}o erec}ion of studs.G.C.shall no}if insurance requirements. for defects and color variations prior to installation. PP P Y P Y similar documents,established for compliance with standards and regulations adjustments are made to the Contract Sum. p 18. Inshuc}Owner's personnel in operation,adjustment,and maintenance of 3. An 18"x 18'sam le of all finish materials to be submitted for royal b Architect Architect when walls have been laid out on floors.Before wall construction shall bearing on performance of the Work. 1.2 PROCEDURES p pp y products,equipment,and systems. begin: 1.3 QUALITY ASSURANCE A. Coordination:Modify or adjust affected adjacent work as necessary to prior to placing a order for material. B. Inspection:Submit a written request for final inspection for acceptance.On A. Installer Qualifications:A firm or individual experiencedtemin hat indicated erecting,or completely integrate work of the into aneo 4. All subcontractors to protect the work of other contractors when performing their 3.1 Aj all partition lines are to be chalked on floor. receipt of request,Architect will either proceed with inspection or notify g, g- P Y 9Project. 3.2 B)door swings}o be indicated. Contractor of unfulfilled re uiremen}s.Architect will prepare a final Certificate for assembling work similar in material,design,and extent to that indicated for this 1. Include as part of each alternate,miscellaneous devices,accessory work.G.C.is responsible for all damage caused by his A. Provide written q p p Project,whose work has resulted in construction with a record of successful objects,and similar items incidental to or required 3.3 C)electrical and telephone outlets to be indicated. Payment after inspection a will notify Contractor of construction that must be 1 t ed for t complete 5. Flame spread ratings for all interior finishes to be Class A.Provide written confirmation in-service performance. installation whether or not indicated as art of alternate. 3.4 D)a representative of the Architect is to be present for approval completed or corrected before certificate will be issued. P of flame spread testing to Building and Fire Departments.(See Life Safety notes) B. Manufacturer Qualifications:A firm experienced in manufacturing products or B. Notification:Immediately following award of the Contract,notify each party of all items listed above. 1. Reinspec}ion:Request reinspec}ion when the Work identified in previous 9 b. Remove existing floor finishes as required when new floor finishes are specified so that systems similar}o those indicated for}his Project and with a record of successful involved,in writing, The contractor shall be entirely responsible for the proper laying out of the work inspections as incomplete is completed or corrected. in-service erformance,as well as sufficient production capacity}o produce of the status of each alternate.Indicate if alternates have ins}alla}ion can occur per}he manufacturer's recommendations(see finish plan and 1.3 WARRANTIES P P P ty P been accepted,rejected,or deferred for later consideration.Include a specs).G.C.shall flash patch and level all cracks,holes or other imperfections and for any damages which may occur because of errors or inaccuracies. required units. P p A. Submittal Time:Submit written warranties on request of Architect for designated complete description of negotiated modifications to alternates. 4. G.C.to provide UL listed fire extinguishers in type,quantity and locations C. Fabricator Qualifications:A firm experienced in producing products similar to(projections shall be removed and patched)}o provide continuous smooth floor portions of the Work where commencement of warranties other than date of C. Execute accepted alternates under the same conditions as other work of the recommended per NFPA 10 and approved by the architect Fire Marshal during his }hose indicated for this Project and with a record of successful in-service surface for new work.The contractor shall notify The Architect after all floor patching Substantial Completion is indicated. Contract. is completed and receive their a initial inspection.Any additional life safety equipment required by the local Fire g Or performance,as well as sufficient production capacity}o produce required units. approval prior to installation of finished flooring. Organize warranty documents into an orderly sequence based on the table of D. Schedule:A Schedule of Alternates is included at the end of this Section. Marshal shall be installed at the approved unit prices. D. Factory-Authorized Service Representative Qualifications:An authorized 7. Floor covering in closets shall be same as that of the space into which the closet PP P contents of the Project Manual. Specification Sections referenced in schedule contain requirements for 9 P representative of manufacturer who is trained and approved in manufacturer to 5. G.C.to install all required fire proof wood ground and blocking,electrical power and C. Provide additional copies of each warranty and include in O&M manuals. materials necessary to achieve the work described under each alternate. doors open,unless otherwise noted. inspect installation i manufacturers products that are similar in material,design, connections and plumbing roughing and connections for appliances,sinks and 1.4 FINAL CLEANING 1.3 SCHEDULE OF ALTERNATES 8. Where dissimilar floor types abut,a suitable transition strip shall be installed.Submit and extent to those indicated for this Project. wall-hung cabinetry.Wood blocking to be provided inside all walls where millwork or A. Cleaning:Employ experienced workers or professional cleaners for final cleaning. A. See individual drawings for requested Alternates sample for approval to Architect.Where carpet seams occur in doorways,locate 1.4 QUALITY CONTROL furniture is to be installed.All wood blocking shall be fire treated for use in commercial Clean each surface or unit to condition expected in an average commercial A. Owner Responsibilities:Where seam under center all doors.See transition details herein. building cleaning and maintenance program.Comply with manufacturers P quality-control t services are indicated as Owners SECTION 01270 UNIT PRICES space.G.C.to confirm locations with Architect and millwork/furniture installer. responsibility,Owner will engage a qualified testing agency to perform these 9. Provide and install all resilient file flooring in accordance with manufacturers written instructions regarding cleaning agents and procedures. 1.1 DEFINITIONS 6. Walls shown aligned(except at columns)shall be finished flush and smooth with services.Costs for retesting and reinspecting construction that replaces or is O instructions.Resilient flooring shall be installed with grain running in one(1 J direction 1. If applicable,clean project site,yard,and grounds,in areas disturbed by A. Unit price is an amount proposed by bidders,a price per unit of measurement existing work. necessitated by work that failed to comply with the Contract Documents will be unless otherwise noted. 7. Partitions extending}o slab shall be installed with acoustical tape or similar material construction activities,including landscape development areas,of charged to Contractor. for materials or services added to or deducted from the Contract Sum by 1� 10. Resilient flooring to receive two(2)applications of sealer,thoroughly machine p rubbish,waste material,litter,and other foreign substances.Leave appropriate modification,if estimated quantities of Work required by the 1 buffed,before cleaning. between head}rack and underside of slab above.The intent is to acoustically seal Project clean and ready for occupancy.Remove waste materials from Contract Documents are increased or decreased. the two together. Project site and dispose of lawfully.See Section regarding Waste 1.2 PROCEDURES '^ 11. Contractor shall notify CPG Architects of any exposed surfaces not having a finish SECTION 01440-QUALITY REQUIREMENTS-CONTINUED - u J M (� B. Where applicable,all missing or damaged parts of peripheral window curtain wall Management. A. Unit prices necessary delivery,installation, specified prior to submitting final bid,including any unfinished or exposed masonry or B. Tests and inspections not explicitly assigned to Owner are Contractors pices include all necessa material,plus cost for delive and vertical window mullion covers shall be replaced with new matching parts.Walls 1.5 SUBMITTALS responsibility.Unless otherwise indicated,provide quality-control control services specified insurance,applicable}axes,overhead,and profit. LID N metal framing di demising or perimeter walls. A. Record Record s:Submit 2 sets of marked-up Record Prints. p ty' q h' P PP 12. Before proceeding with his work,the contractor shall careful) inspect all surfaces to abutting window mullions most not prevent window operation.All joints of sound g �) P and those required by authorities having jurisdiction,whether specified or not. B. Measurement and Payment:Refer to individual Specification Sections for work � � nI P 9 y P baffle must be tightly sealed. 1. Record Prints:Maintain one set of black-line prints of the Contract C. Retestin/Reins ectin Regardless of whether original tests or inspections were that requires establishment of unit rices.Methods of measurement and be painted or finished and shall notify CPG Architects of any defects,improper g y Drawings and Shop Drawings. g p g' gp q p 9. Any existing walls to remain which abut or adjoin new construction shall be finished Contractor's responsibility,provide quality-control services,including retesting and payment for unit prices are specified in}hose Sections. a--r materials,workmanship or other conditions which in his opinion will affect the 2. Preparation:Mark Record Prints,Contract Drawings or Shop Drawings,to reins U � M smooth and}o match adjacent wall finish unless otherwise noted. petting,for construction that replaced Work that failed to comply with the C. Owner reserves the right to reject Contractor's measurement of work-in-place satisfactory completion and permanency of his work.The absence of any such show the actual installation where installation varies from that shown Contract Documents. that involves use of established unit prices and}o have this work measured,a} 10. All existing partitions shall be properly prepared,speckled and sanded,to provide a on inall Re uire individual or enti who obtained record data, p Q notification will be construed as an acceptance by the Contractor of all such g y q er D. Coordination:Coordinate sequence of activities to accommodate required Owners expense,by an independent surveyor acceptable}o Contractor. O_ O surfaces. perfectly smooth finish and surface.All unfinished base building perimeter or demising whether individual or entity is Installer,subcontractor,or similar entity,to qualify-assurance and-control services with a minimum of delay and to avoid 1.3 LIST OF UNIT PRICES �N/ walls to be finished with drywall unless noted otherwise. prepare the marked-up Record Prints.Record data as soon as possible �� 0. 13. Use products of same manufacturer furnishing first or primer sealer coats of that necessity of removing and replacing construction to accommodate testing and A. General Contractor to provide comprehensive list of unit prices as part of his bid 11. Consult finish drawings to coordinate new with existing finishes and any joints resulting after obtaining it.Record and check the markup before enclosing particular surface for succeeding coats,except where metal primer is used. inspecting. submittal. _ therewith.Architect to be notified prior o submission of bid of any condition not concealed installations. LS REPAIR AND PROTECTION Acceptable manufacturer is Benjamin Moore or approved equal. B. Record Specifications:Submit 2 copies of Pro'ect's S 14. Colors and types of paint not listed or indicated on a color schedule on drawingwill noted on plans which would result in two dissimilar materials buffing without some P 1 Specifications,including A. General:On completion ti testing,inspecting,sample taking,and similar services, SECTION SUBMITTAL -PROJECT SUBMITTALS }r addenda and contract modifications. me}hod of transition between the hvo. repair damaged construction and restore substrates and finishes.Comply with the 1.1 SUBMITTAL PROCEDURES be selected by CPG Architects.The various surfaces shall be painted or finished with 1. Preparation:Mark Specifications to indicate the actual product 0 _ 12. G.C.to coordinate,for ease and rapidity of construction,the work of other trades.All Contract Document requirements for Division I Section"Cutting and Patching:' A. performance Coordination:Coordinate preparation and processing of submittals with w y--r one(1)primer coat and sufficient finish coat(s)to cover material uniformly and installation where installation varies from that indicated in Specifications, B. Protect construction exposed b q y performance of construction activities. �/ tom le}el slots,sleeves,and other openings to be coordinated. addenda,and contract modifications. p y or for qualify-control service activities. ^` P Y C. Repair and protection are Contractor's responsibility,regardless of the assignment 1. Coordinate each submittal with fabrication,purchasin of 15. All d 13. For locations'and quanti}ies architectural drawings supersede engineering drawings. 1.6 OPERATION AND MAINTENANCE DATA g,testing,delivery, rylar surfaces shall be prepared 10 receive wall finish.All scratches,cracks,holes of responsibility for quality-control services. other submittals,and related activities that require sequential activity. U C O C or similar defects shall al property cut out and filled with spackling compound,or G.C.ru notify Architect of any discrepancies or missing information prior to A. Manual:Submit 2 of each manual in final form at leas}10 days before final q q b _ P P Y P 9 P cons}rut}ion. inspection: 2. Coordinate transmittal of different types of submittals for related parts of other patching material as may be required. 14. See individual drawings for additional notes and symbols used. 1. Product Maintenance Manual:Assemble a complete se}of the Work so processing will not be delayed because of need to review \ 16. Patched portions shall be given a cos}of rimer sealer in addition to all o}hers special 9 Ym P SECTION 01731-CUTTING AND PATCHING / a P 9 P P maintenance data indicating care and maintenance of each product, submittals concurrently for coordination. 15. The following.ems,but responsible limited to,are among}hose}}ems that have long lead g P I.1 QUALITY ASSURANCE coats. material,and finish incorporated into the Work. a. Architect reserves the right to withhold action on a submittal L CAI times.The G.C.shall be responsible for ordering these items promptly,and will pay P A. Structural Elements:Do not cut and patch structural elements in i manner that 17. Wall gl ss eggshell finished,rolled.Access doors,bucks and other metal work to be 2. Opera}ion and Maintenance Manuals:Assemble a complete se}of requiring coordination with other submittals until related submittals any charges incurred as a result of neglect of timely order placement.Any delays will could change their load-carrying capacity or load-deflection ratio. semi-gloss finish and}, a same color as wall in which they occur.If wall is finished in operation and maintenance data indicating operation and are received. therefore be the G.C.'s responsibility unless the Architect and Owner are notified B. Operational Elements:Do not cut and patch operating elements and related wallcovering or cloth,match color as closely as possible.Ceiling and soffit finish flat maintenance m.each system,subsystem,of.wern,and piece of equipment not B. Processing Time:Allow enough time for submittal review,including time for Immediately,in writing,that an item cannot be sourced to meet the schedule agreed components in a manner that results in reducing their capacity to perform as Typically.(See finish plan and specs for actual colors) g part of a system.Include copies of warranties and bonds and lists of intended or that results in increased maintenance or decreased operational life or resubmittals,as follows.Time for review shall commence on Architect's receipt upon: circumstances and conditions that would affect validity of warranties or of submittal.No extension of the Contract Time will be authorized because of 18. If indicated,walls receiving wallcovering to be thoroughly primed before installation _ safety. wallcoverin file and stone bonds. failure to transmit submittals enough in advance of the work to ermit la covering.Two(2)samples hi each color and wallcovering measuring 8 1/o x 11"or g' C. Miscellaneous Elements:Do not cut and patch miscellaneous elements or related g p - Arger,to be submitted to Architect for prior approval.Contractor to submit to _ U.P.S. fixtures and transformers 3. Manufacturers'Data:Where manuals contain manufacturers standard ponents in a manner that could change e their load-ca processing,including resubmittals. Lighting tom g r that capacity,that g c Architect actual samples confirming specifications prior fo placing of orders.Upon U .S.units printed data,include only sheets pertinent to product or component results in reducing their capacity to perform as intended,or that results in 1. Initial Review:Allow 10 business days for initial review of each submittal. 2. Doors,frames and hardware installed.Mark each sheet to identify each product or component increased maintenance or decreased operational life or safety. Allow additional time if coordination with subsequent submittals is receipt of goods,Architect is to be called for verifying inspection prior}o any _ HVAC units,diffusers,grilles,ducts incorporated into the Work.Identify data applicable to the Work and D. Visual Requirements:Do not cut and patch construction in a manner that results in required.Architect will advise Contractor when a submittal being - installation.If during installation of wallcovering,a panel is found which is inconsistent _ delete references to information not applicable. processed must be delayed for coordination. m ARCHITECT/ENGINEER OF RECORD Windows,frames visual evidence of cutting and patching. c not cut and patch could,in ion P Y with the rest of the material,in color or any other aspect,installs}ion is to be stopped, 4. Drawings:Where required to provide complete description,prepare exposed on the exterior or in occupied spaces in a manner that would,in 2. Intermediate Review:If intermediate submittal is necessary,process it in Movable Partition P P P drawings supplementingm nuf cturers' rime data to illustrate the - /� and Architect is to be immediately notified.Wallcovering to be installed in a g a a p d a e e Architect's opinion,reduce the building's aesthetic utilities.Remove and replace same manner as initial submittal. accordance with manufacturers instructions.Wallcoverin shall be inspected for flaws - Flooring(including raised floor) relationship of component parts of equipment and systems and to P 9 9 P y 9 P construction that has been cut and patched in a visually unsatisfactory manner. Id Ration:}Tat Review:Allow 5 business days for review h each resubmit}al. .m u prior to installation as no claims shall be recognized after material is cut.Provide metal - Special millwork,casework illustrate control sequence and flow diagrams.Coordinate these 1.2 WARRANTY C. Identification:Place a permanent label or title block on each submittal for ti a W C °o edge beads at all outside comers and edges where wallcovering abuts a different 16. G.C.is responsible to provide complete drawing sets as indicated on index,to each drawings with information contained in Record Drawings to ensure A. Existing Warranties:Remove,replace,patch,and repair materials and surfaces identification. ^:m , m r o p P P 9 correct illustration of completed installation I-- #3 t � material,unless otherwise noted.Bead finish,aluminum,U.O.N. cut or damaged during cutting and patching operations,by methods and with 1. Indicate name of firm or entity that prepared each submittal on label or o° p rn subcontractor providing a bid. B. Training-Engage qualified instructors to instruct Owner's personnel to adjust, materials so as not}o void existing warranties ti}le block. - 0-; 19. All walls to receive new 4"high base unless otherwise noted.Firmly cement base to 17. All work shall be set in accordance with dimensions shown on drawings,legends, operate,and maintain systems,subsystems,and equipment not part of a system, g a 3-¢ walls and other surfaces with manufacturers approved adhesive. notes and details.Stalin of drawin s is not acceptable.table. 1.3 MATERIALS 2. Provide a space approximately 6"X8"on label or beside title block to n c ` p..O 20. G.C.shall remove all debris and remnants after installation b third arties. g g p A. General:Comply with requirements specified in other Sections and Contract record Contractor's review and approval markings and action taken by #2 r Z N Y P 18. In all areas where demoli}ion causes unevenness or voids in floor,the G.C.shall patch Documents.Perform all cuffing and patching required}o complete the Work. Architect. e� a r u 21. At completion of work,all subcontractors}o remove from the premises,surplus to level floor with existing slab and/or required surface to receive new finished floor. B. In-Place Materials:Use materials identical}o in-place materials.For exposed 3. Include the descriptive information on label for processing and recording _ �j I.2 d materials and debris per the requirements of the Owner representative and LEED See finish plan and specs for floor preparation requirements. surfaces,use materials that visually match in-place adjacent surfaces}o}he fullest action taken. e E �\� m notification notes if applicable.Contractor to clean his work of any packing material 19. Where the note"align"is used in conjunction with two walls it is to be considered as extent possible.If identical materials are unavailable or cannot be used,use D. Deviations:Highlight,encircle,or otherwise specifically identify deviations from - W ITV❑ „y o and construction dirt caused by his work. "align finishes",unless noted otherwise. DEMOLITION NOTES materials that,when installed,will match the visual and functional performance of the Contract Documents on submittals. a- . Window treatment to be installed in accordance with Manufacturers instructions and in-place materials. E. Submission Copies:Three 3 copies of drawin s cuts and sam - I��1// _ 20. Drywall contractor shall closely coordinate his/her work with that of other trades. () g, pies shall be sent �� Yr. -° m in compliance with Building Management requirements. Where d 1.4 EXAMINATION to the architect for review.One set shall be retained b Architect and mark-up _ Z drywalls are in conflict with ductwork,plumbing lines,etc_the contractor shall Y e o a O a 23. All veneer doors to be finished as per Architect's sample.To match sample,apply a A. Examine surfaces to be cut and patched and conditions under which cutting and returned to the Contractor with 2 additional copies of drawin sand cuts.If the `o P P provide all necessary bridging and bracing required to secure drywall and to WHERE CONTRACTOR'S SCOPE INCLUDES DEMOLITION,THE FOLLOWING NOTES AND patching are}o be performed. P g .-a minimum of two(2)coats of finish to cover properly and to provide a smooth finish. maintain fire or sound ratio where required. CONDITIONS SHALL APPLY: P g P Architect observes compliance with the provisions in the Contract Documents a CJ A U 9 g B. Compatibility;Before patching,verify compatibility with and suitability of then the initial submittal may a 24. Subcontractors to pack and label all attic stock as called for in construction 21. The general contractor shall provide sufficient framin for all wall o enin s for duct substrates,includin corn atibili with in- lace finishes or rimers. y serve as they anal submittal. 9 P 9 openings 9 P b P P F. Transmittal:Package each submittal individually and appropriately for °0 agreement and drawings.Owner to provide location for subcontractor to deliver work,return air openings,access panels and grilled openings above and below hung 1. This work includes all labor,material,equipment,storage facilities,services and 1.5 PREPARATION transmittal and handling.Transmit each submittal usinga tmnsmittol form. -- attic stock to be stored.Paint,Wallcovering,carpet,tile,marble,VCT and ceiling file ceilings.These are to be coordinated with H.V.A.C.engineering drawings and the supervision necessary for the complete and satisfactory demolition work A. Temporary Support:Provide temporary support of Work to be cut. Architect will return submittals,without review,received from sources other than c° SEAL are materials which shall be stocked. general contractors mechanical contractor's shop drawings.All spaces or gaps shall indicated on the drawings,specified herein and/or which interferes with new B. Protection:Protect in-place construction during cutting and patching to prevent Contractor. .3 25. Provide cove type base for areas where resilient flooring is specified:straight base a} be properly sealed for soundproofing and vibration. work. damage.Provide protection from adverse weather conditions for portions of G. Resubmittals:Make resubmittals in same form and number of copies as initial carpeted area.Base color and height shall be specified.The contractor is to verify 2. The protection of existing work}o remain shall include the protection of all Project that might be exposed during cutting and patching operations. a g Y 22. The space around pipes,ducts,etc.,penetrating rated walls,shall not exceed 1/2" P 9 P submittal. ¢` with the designer if no specification is noted flooring contractor. and shall be packed solid with mineral wool or a material,equipment and work liable to damage through operations under this C. Adjoining Areas:Avoid interference with use of adjoining areas or interruption of 11884 p approved fire rated equal and be P g g P free passage to adjoining areas. 1. Note date and content of previous submittal. REGISTERED 26. All carpet not previously treated to be treated for static resistance of 3KV or less using closed off b close fit}in metal escutcheon la}es on both sides of}he partition. contract,Contractor shall be responsible for all damages occurring from this 2. Note date and content of revision in label or title block and clearly Y 9 P P 1.6 PERFORMANCE 1[CT topical anti-static carpet spray"Ramsey'or equal. 23. Provide double studs at both jambs of door frames and a header runner at to of work. indicate extent of revision. 1 p A. General:Employ skilled workers to perform cutting and patching.Proceed with r 17 27. All cabinetwork shall comply with Premium Grade requirements of Architectural door frame.Studs at doorjambs and on tops of doors must be screwed to runners at 3. All work shall be executed in an orderly and careful manner with due cutting and patching at the earliest feasible time,and complete without delay. 3. Resubmit submittals until they are marked"No Exception Taken:'"Make - Woodwork Quality Standards,Guide Specifications and Quality Certification Program, tops and bottoms and both sides.Two diagonal braces to slab above are required consideration for public safety,and in conformance with OSHA standards. Cut in-place construction to provide for installation of other components or Corrections Noted",shall be returned for record only. -_ Latest Addition. a}door openings and on long runs of straight partitions. 4. During demolition operations,prevent dust,dirt and debris from rising or performance of other construction,and subsequently patch as required to restore H. Distribution:Furnish copies of final submittals}o manufacturers,subcontractors, `8 i 28. Flo ring subcontractor to submit schedule and maintenance requirement to Owner mi ratio fo other areas.In addition,G.C.}o ro}ec}existin HVAC units from surtaces to their on anal condition. suppliers,fabricators,installers,authorities having jurisdiction,and others as i g 24. The contractor is responsible for providing the proper protection against damage to 9 9 P 9 g STATE GTON for all installed floor covering.Also,submit maintenance proposal for 1 year service existing furniture,adjacent finished work and flooring.Particular attention shall be contamination and replace filters upon completion of demolition.(See LEED B. Cutting:Cut in-place construction by sawing,drilling,breaking,chipping,grinding, necessary for performance of construction activities.Show distribution on contract. j g notes and similar operations,including excavation,using methods least likely to damage transmittal forms. given le areas where carpet is installed and construction work is involved or not j elements retained or adjoining construction.If possible,review proposed I. Use for Construction:Use only final submittals with mark indicating"No 29. If a range of variations in textures,grain,color or other characteristics may be completed. 5. Removal of any material and equipment shall include all associated}ems procedures with original Installer;comply with original Installer's written Exception Taken:'"Make Corrections Noted",taken by Architect. 3 t anticipated in finished materials,assemblies or elements of the Work,a sufficient 25. The general contractor shall repair and/or replace an and all ceiling construction such as supports,fastenings,conduits,flashing,adhesive,etc. 9 P P Y 9 g 9- recommendations. 1.2 SUBMITTALS number of samples of such materials or products shall be submitted to indicate the full which is removed to facilitate HVAC,power,telephone and cabling installation. 6. Remove as i}accumulates,all debris resulting from construc}ion and C. Patching:Patch construction by filling,repairing,refinishing,closing up,and similar A. Product Data:Collect information into a single submittal for each element of range of characteristics which will be present in the materials or products proposed 26. The general and electrical contractors shall check all ceiling heights,and ceiling demolition operations.Do not store or permit debris to accumulate on site.If operations following type of product or equipment: `a ISSUE DATE DESCRIPTION g g g g p g performance of other Work.Patch with durable seams that construction and .5 for the Work.Any such materials or products delivered or selected prior to the plenum conditions for clearance of ductwork,and other obstructions to assure the contractor fails to remove excess debris properly or promptly,Owner or are as invisible as possible.Provide materials and comply with installation 1. Number of Copies:Submit three(3)copies of Product Data, unless �e Architect's review and approval of the full range of Samples shall be subject to locations of the fixtures as shown on drawings.Any discrepancies will be brought to Landlord reserves right to cause same to be removed at contractors expense. requirements specified in other Sections. otherwise indicated.Architect will return two(2)copies of reproducible - 09-12-2017 FIRST SUBMITTAL rejection,all at the sole cost and expense of the Contractor and without additional the Architect's attention immediately.Hung ceiling heights shall be shown on the 7. Existing equipment and materials to be reused,described by the term"reset"or D. Cleaning:Clean areas and spaces where cutting and patching are performed. drawings and cuts. o.3 costs,of any kind or nature,to the Owner. Architect's drawings and details,any deviation from heights shown will be submitted "relocate"in the specs or on drawings,shall be disconnected,removed and Completely remove pain},mortar,oils,putty,and similar materials. B. Shop Drawings:Prepare Project-specific information,drawn accurately to 4. 30. Samples shall be submitted from the same source,color and lot which shall actually immediately to}he Architect for approval. stored. SECTION 01770-CLOSE OUT PROCEDURES scale.Do not base Shop Drawings on reproductions of the Contract - supply the Project.Samples shall be of adequate size to show quality,type,range, 27. See additional requirements regarding construction debris under Waste Management 8. it shall be the G.C.'s responsibility to protect and maintain the integrity of 1.1 SUBSTANTIAL COMPLETION Documents or standard printed data.Fully illustrate requirements in the m finish,texture and others specified characteristics. g g g existing finishes in all building core areas not scheduled for demolition work. A. Preliminary Procedures:Before requesting inspection for determining date of Contract Documents. P Section. g g Substantial Completion,the G.C.shall complete the following: C. Samples:Submit Samples for review of kind,color,pattern,and texture for a o.- 31. 1}shall be the responsibility of the general contractor to coordinate }he cabinet work 28. All required exits,way of approach thereto,and way of navel from the exit into the 9. Equipment and material}o be disconnected and removed and not required I. Pre are and submit a list of items to be completed and corrected G.C:s q pP Y P P ( check of these characteristics with other elements and for a comparison of with the work of all other trades as may be required.See LEED materials notes for street shall continuously be maintained free from all abstractions and impediments to be reused,as determined by Architect or herein specified,or not shown on punch list),the value of items on the list,and reasons why the Work is not these characteristics between submittal and actual component as delivered 5.a further information regarding wood based products. for unobstructed egress in the case of fire or other emergency. the drawings}o be reset or retained by Owner,shall become}he property of complete. and installed. o,3 32. All wood to be fire retarded or fireproof,and certified in accordance with the forest 29. The general contractor's ceiling contractor shall closely coordinate his/her work with Contractor and shall be legally removed from premises.Removed surplus 2. Advise Owner of pending insurance changeover requirements. 1.3 CONTRACTOR'S REVIEW stewardship council's principles and criteria unless otherwise indicated. that of the drywall,cabinet,plumbing,H.V.A.C.and electrical contractors including serviceable materials to be retained by Owner,shall be turned over to him for 3. Submit specific warranties,workmanship bonds,maintenance service A. Review each submittal and check for coordination with other Work of the 33. All panels and related work designated for plastic laminate finishes shall be backed storage,and located as directed. agreements, final certifications,and similar documents. Contract and for compliance with the Contract Documents.Note corrections P 9 P the telephone company,wherever their respective work is contiguous.See note 26. 9 P with lactic laminated balancing sheets where only one surface is exposed.Where 10. The general contractor shall inspect all existing surfaces and where,as a result 4. Obtain and submit releases permitting Owner unrestricted use of the and field dimensions.Mark with approval stem before submitting to Architect. p 9 Y e 30. ceiling shall understood by ple contractor that certain portions c the suspended 9 9 P 9 _ Work and access to services and utilities.Include occupancy permits, c PROJECT INFORMATION BLOCK both surfaces are exposed,the specified plastic laminate and shall be applied}o ceilin shall be left incomplete in order that other trades may complete their work of demolition,finished surfaces do not align,existing finish shall be chopped B. Approval Stamp:Stamp each submittal with a uniform,approval stamp. 9 P Y P operating certificates,and similar releases. Include Pro'both surfaces as indicated on the drawings. above the ceilings.Prior}o closing u an ceiling,all plenum systems HVAC, away.The area shall be repaired to align and be flush and match with the Project name and location,submittal number,Specification Section title 'm JOB tf UNI-22593 9 9 P Y 9- P Y j 5. Prepare and submi}Proiec}Record Documents,operation and and number,name of reviewer,date of Contractor's approval,and statement 34. All workmanship which is not judged to be first quality by the architect will not be plumbing and electric)shall be inspected and where required,tested by Owner's and remaining existing work. maintenance manuals,Final Completion cons}rut}ion dip}}al PP m DATE: 09-12-2017 accepted.Where wood or metal surfaces are to be painted,they are to be properly contractor's engineers,and b the authorities havingjurisdiction to insure}heir proper 11. Except as required otherwise in the contract documents,any existing service photographs,damage or settlement surveys,property surveys,and similar certifying that submittal has been reviewed,checked,and approved for g y P p compliance with the Contract Documents. SCALE: AS-NOTED sealed,sanded and primed before finish coats materials are applied. installation and function.Owners engineer to be notified a minimum of 72 hours in piping,including sanitary,wafer and gas lines to be cut and capped,and all final record information. 1.4 ARCHITECT'S ACTION °' DRAWN BY: CSG 35. Joints in vinyl base shall not occur closer than 6'from corners and shall be butted advance. electric,telephone and other wires shall be cut in conformity with the 6. Deliver tools,spare parts,extra materials,and similar items}o location A. General:Architect will not review submittals that do not bear Contractor's _ tightly together and level along tops. 31. All wiringabove the ceiling shall be neat) ganged together and identified as requirements of the local public utility co.and of all authorities having designated by Owner.Label with manufacturers name and model c CHECKED BY: JONATHAN G. 9 Y 9 9 9 approval stamp and will return}hem without action.36. The contractor shall,upon completion,thoroughly remove all adhesive and paint urisdic}ion.It shall be}he du of the contractor erformin }his work,to obtain numberwhem applicable. P P 9 Y P required by the owner.Consult Owner prior to completion. I h' p 9 B. Action Submittals:Architect will review each submittal,make marks}o indicate .a from where it was spilled,splashed,or spattered on surfaces,and shall leave all instructions for carrying out this work and take all precautionary measures 7. Make foal changeover ofpermanent locks and deliver keys s.Owner. corrections or modifications required,and return it.Architect will stamp each E$ MODEL Advise Owner's personnel of changeover in security provisions. surfaces free of daubs,spots and/or splatters.Any work which cannot be cleaned required}o maintain service in unaffected areas. 8. Complete startup testing of systems. submittal with an action stamp and will mark stamp appropriately to indicate v.a shall be replaced at the contractor's expense. 12. Where existing flooring is removed,the sub-floor shall be repaired and patched 9. Submit test/adjust/balance records. action taken,as follows: level to the adjacent areas.See finish plan for floor preparation requirements. 10. Terminate and remove temporary facilities from Project site,construction _ Informational Submittals:Architect will review each submittal and will not return -- 13. Upon removal of light fixtures and/or tile ceiling,the suspension system and/or tools,and similar elements. it,or will return it if if does not comply with requirements.Architect will forward - sub plaster ceiling shall be repaired as required and/or ached level}o 1 1. Advise Owner of changeover in heat and other utilities. each submittal to appropriate party. P 9 P q P 9 t0 SHEET TITLE receive new ceiling tiles. 12. Submit changeover information related to Owner's occupancy,use, D. Partial submittals pre not acceptable,will be considered nonresponsive,and will �M 14. Contractor shall,at his own expense,arrange for the recycling of all removed operation,and maintenance. be returned without review. 2 m carpet materials by an authorized vendor.In addition,where possible,recycle 13. Complete final cleaning requirements,including touchup painting. E. Submittals not required by the Contract Documents may not be reviewed and c o GENERAL or salvage all metal,acoustic tile,glass,clean wood,gypsum board,cabinetry 14. Touch up and otherwise repair and restore marred exposed finishes to may be discarded. - and insulation.See additional requirements regarding demolition debris under eliminate visual defects. SECTION 01440 QUALITY REQUIREMENTS q g g B. Inspection:Submitawri}}enreques}forinspectionforSubsfantialCompletion.On 1.1 CONFLICTING REQUIREMENTS dd CONDITIONS and Waste Management Section in LEED notes. receipt of request,Architect will either proceed with inspection or notify A. General:If compliance with two or more standards is specified and}he a NOTES 15. The general contractor shall develop and implement a construction waste Contractor of unfulfilled requirements.Architect will prepare the Certificate of standards establish different or conflicting requirements for minimum quantities m c management plan diverting a minimum of 75%(unless otherwise noted)of Substantial Completion after inspection or will notify Contractor of items,either on or quality levels,comply with the most stringent requirement.Refer uncertainties r`S c demolition and construction debris measured by either weight or volume from Contractor's list or additional items identified by Architect that must be completed and requirements that are different,but apparently equal,to Architect for a landfill disposal.See LEED notes for details and requirements. or corrected before certificate will be issued. decision before proceeding. -o SHEET NUMBER B. Minimum Quantity or Quality Levels:The quantity or quality level shown or specified shall be the minimum provided or performed.The actual installation may comply exactly with the minimum quantity or quality specified,or it may 2 x exceed the minimum within reasonable limits.To comply with these n a rchitect oo requirements,indicated numeric values are minimum or maximum,as 2 t appropriate,for the context of requirements.Refer uncertainties to A E for a decision before proceeding. 0 3 ACCESSIBLE AND USABLE BUILDINGS & FACILITIES — ACC ANSI Al 1 7e 1 r----T--1 F-T o a l _ I I 12 I i IN. MIN 2{" I I I I MIN M2N _ -- --- — —— � _ L� rJ � / I I ,emx a0ma.u,<x xx mancxo amw� a.xox x a xlx,m,x a0mxa m uttx wx rmxoxo H xlx x vasm Im Pawmm � FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE HINGE APPROACH,PUSH SIDE LATCH APPROACH,PULL SIDE 60"MIN pW. 36"MIN 42" IN I.x<48"I. 42" IN I, 38" IN I.x<48"I. SE"MIN I, 12'MIN 12"MIN F •if •if �I �Tf �Tf •11 r (a) ro) (a) D) p F--y— F Iy -1 CIRCULAR T-SHAPED SO- IN I, NO-MIN I, 132"MIN V r , V GIG.403.5.1 FlG.304.3 "ff "ff 4 MIN a F _ CLEAR WIDTH AT 180 TURN SIZE OF TURNING SPACE (v)CAR (D)VAN a FIGURE 502.2 ' ——— —— O ——— VEHICLE G SPACE SIZE iO dA NOTE:ALL NGA PATHS OF A1% SHALL HOVE A 2% M8ry x O 20 TURNING SPACE 12 ACCESSIBLE PARKING MAXR°""'NGSLOPE AND A,RM CROSS SLOPE. 100 NOT TO SCALE 100 NOT TO SCALE N •ne'r amm a saanom FRONT APPROACH SIDE APPROACH PULL SIDE PUSHb)SIDE PUSH SIDE 'f+ N 24"MAX AS'MIN 24'MAX (9) FIG.404.2.3.4 FIG.404.2.3.E LATCH APPROACH,PUSH SIDE MANEWERING CLEARANCE AT DOORWAYS WITHOUT DOORS MANEUVERING CLEARANCE AT RECESSED DOORS U co 4ERI 1/4- Q O o < 1 1/2"MIN 1 1/4"-2" PERIMETER 2 1/4"MAX nn - n1 g DOOR CLEARANCES � Q 4- NOT �j 4I MIN (a) (b) (�) 100 NOT TO SCALE Q (� NONCIRCULAR FIG. ACC FIG.305.3 r^ w vJ o CLEAR WIDTH OF AN ACCESSIBLE ROUTE CLEAR FLOOR SPACE FIG.505.5 FlG.555.7 � }I HANDRAIL CLEARANCE HANDRAL CROSS SECTION � € FIG.305.3 CLEAR FLOOR SPACE, _ FORWARD APPROACH O URINAL HANDRAIL CLEARANCE CALCUE.4 L O — vERTICAL cLEARnrvcE _ • L 100 NOT TO SCALE , ,/z"MIN ,3 1/2"MIN ��-\ - N 48"MIN / 0"MIN (a) FIGURE 305.5 (b) > -0 ////•••��t POSITION OF CLEAR 1/ , LOOK SPACE / - ———J 60'MIN/ 60'MIN 60'MIN v \ \ / / 13 1/2"MIN \ / a)WALL HUNG TYPE MA,2"MA FIG,609.3 FIG.605.2 FIG,605.3 ILI hi -E!' '-2SPACING OF GRAB BARS EICHr OF ua NA s aR FLOOR SPACE ARCHITECT/ENGINEER OF RECORD L-1 -- L-----J (a) (b) (_) (a)FORWARD APPROACH IN AN ALCOVE (b)PARALLEL APPROACH HANDRAIL HEIGHT TWO DOG.404.2.5 Tp G L MINUMUM CALEAR FLOOR SPACEN HANDRAIAR FIG,5054 b) a b FIGHIEEVERI. CLEAN T c RAMPS FlG.307.2 FlG.307.3 LIMITS OF PROTRUDING OBJECTS POST MOUNTED PROTRUDING OBJECTS GRAB BAR URINAL HEIGHT FORS IN A SERIES a c � 19 14 L HEIGHTS 11 PROTRUDING OBJECTS 7 SPACING g & CLEARANCE 2 DOORS IN A SERIES � 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE TE 3 m< ddU S N /2" 1/2"Mar Wy, •wxuvari om�mc:' _m v v�) O-s 0 1/2"MAX # p, g i //,// \ ARTITION ARU LION 1]"-19"(AMBULATORY ONLY) °-E Ell m t RADIuS� tUn�Q. ��® AREA OF ® - \� dH O. REFUGE_ N (a) b) (E) (6) o ©� d 0 5 RADIUS OF TREAD EDGE CURVED NOSING BEVELED NOSING ANGLED RISER SIGNAGE 1-O 16 GA.GALV.DARK BLUE RFFLFCTOR17ED In s"MIN Im. (TYPICAL FOR ALL PROFILES) '� 6 MI 6"MI _ z _FIR. OSIN 1:8 SIGN .11"RAD-CORNERS,MIN.SIZE= S" ci STAR Noswcs 70 S0.IN.TREAD WIDTH/ NOSINGS INTERNATIONAL SYMBOL OfLJ a t SEAL 18 ACCESSIBLITY&GRAPHICS PAINTED Flc.7o3.as LnE sx11 WHITE,REFLECTIVE. O1 "'x HEIGHT OF TACTILE CHARACTERS (a) (b) (A) 6" 60"NOTTOSCALE100 <�ABOVE FINISH FLOOR OR GROUND EIEVATIOry ADULT ELEVATIONCHILDREN PLAN34"-3B" 8� REGISTEREG 66"MIN {� _ (3)-TGA X 3CR SELF TAPPING VANDAL FIG.604.9.5 1 l AHCH+1(Cr 20" 20"-25" � \ PROOF GALV-SCREWS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE J MAX VAN ACCESSIBLE SIGN WHERE OCCURS. E SIDE APPROACH FRONT APPROACH T 1 ATTACH W/(2)-#10 X 3/4"SELF j — �5� WHEEL CHAIR TOE CLEARANCE W"EE`�""R a°°E99'e`E WHEELCHAIR a�°�99'e`E CAM L \ / AIR ) (FLOOR MOUNTED W.C.-ADULT) �+I�N FIG.604,10 (FLOOR MOUNTED W.C.-ADULT TAPPING VANDAL-PROOF GALVANIZED 1 1 100 NOT TO SCALE AMBULATORY COMPARTMENT lBLE STATE II GTON SCREWS. L � J coMPARrMErvT < ' EE a - 2"DIA.GALV.STEEL PIPE POST. f "' ` mM °w :�z PROVIDE CAP ON TOP OF POST CENTERED 3£ ON TACTILE mm 54"MIN 36"MIN p U O L�N 18"MIN CHARACTERS N O t FIG.30&2.1 (a) FlG.306.2.2 (b) Z 3 40"MIN 24" 12" UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH m TOOL EDGE VERTICAL GRAB BAR 7NM - N ISSUE DATE DESCRIPTION 17b FORWARD REACH m PAVING FIG.703.3.11 FIG.703.a.a - - =a 09-12-2017 FIRST SUBMIT AL LOCATION OF SIGNS AT DOORS POSITION OF BRAILLE 100 NOT TO SCALE MI d 3 MAX MIN 4"MAX 1 0 TACTILE S I G N S TQP OF GRAB BPI, TOP OF GRAB BAR 56"MIN _ ,0"MAX 10,MAX 10"-24"MAX j 8"DIA.CONC-FOOTING 100 NOT TO SCALE • • --- _a 1 1/2"MIN ,v a 1 1/2"MIN 18'MIN 60"MIN 60"MIN - FIG.604.5.1 FIG.604.5.2 --' mrc xn+nw vv®i� rwlxwm M SIDE WALL GRAB BAR REAR WALL GRAB BAR < w FIG.604.7(a) 42" PROTRUDING DISPENSER FlG.6 r In 04.9.2 _ a �pq°P ® aonu.n BELOW GRAB BAR (b)FLOOR MOUNTED WATER CLOSET {J p� SIZE OF WHEELCHAIR ACCESSIBLE FIG.604.9.2 GRAB BAR & PROTRUDING TOILET COMPARTMENT (b)FLOOR MOUNTED WATER CLOSET t PROJECT INFORMATION BLOCK SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT FlG.308.3.1 f (a) (b) FIG.604.9.3.1 d JOB# UNI-22593 OBSTRUCTED SIDE REACH //^µ, \\ D SPENSER @ WATER CLOSET (N)SIDE WALL OR PARTITION FIG.6D4.9.3., I FIG.308.3.2 WHEELCHAIR ACCESSIBLE (a)FROM PARTRION I.m DATE: 09-12-2017 OBSTRUCTED HIGH SIDE REACH COMPARTMENT DOOR OPENINGS WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS 17a SIDE REACH 13 SIGNAGE 100 NOT To SCALE SCALE: AS-NOTED 100 NOT TO SCALE 100 NOT TO SCALE S DRAWN D B N G DOOR SAUCE NOT swlNc OTHER FlxruREs CHECKED BY: JONATHAN G. gb CURB RAMP DETAIL WITHIN 3 INTO THE REQUIRED NOT MINIMUM AREA OF THE IN THIS AREA 16"-18 y c COMP ENT E a MODEL LAVATORY 17"-25' MIN LAVATORY 25' MAX 1 00 NOT TO SCALE NCE BEM'EEN raj d ❑ DISTANCE Iry THE SOME a y Z N ADJACENT CELLS SINGLE BRAILLE CELL w c DOTS IN THE SAME O• O• O� ® V a dd r---- r - r---- - DIsrANCE BETWEEN o• •o��o, BUNK CELL SPACE ui SHEET TITLE CORRESPONDING DOTS CELL 1 DELL �•o 00 0o BETWEEN woaps �s _ A DISTANCE BEIWEE RAISED DOT U o+ L-------J N L— J o . DREFCEL>N BELOW DOTS •O'LO O'WBPSE OIPMETER n L —J CU o L -- ACCESSIBILITY ❑ ❑ ® �� p1 ------ o�No RAIseD DOT 4"MAX 59 MIN 60"MIN d w DETAILS 6"MAX 11"MIN FIGURE 703.6.3., FIGURE 703.6.3.2 FIGURE 703.6.3.3 FIGURE 703.6.3.4 FIGURE 703.3.5 FIGURE 703.4.3 8 LAVATORY LAVATORY INTERNATIONAL SYMBOL INTERNATIONAL INTERNATIONAL SYMBOL OF VOLUME CONTROL CHARACTER HEIGHT BMLLE MEASUREMENT c (a) (b) (a) (b) OF ACCESSIBILITY SYMBOL FOR TIY ACCESS FOR HEARING LOSS TELEPHONE FIG.604.9.3.1(C) ELEVATION PLAN ELEVATION PLAN WHEELCHAIR ACCESSIBLE FIG.M4.2 U c FIG.306.2 FIG.306.3 COMPARTMENT DOOR-ALTERNATE WATER CLOSET LOCATION n 3 TOE CLEARANCE KNEE CLEARANCE (FLOOR MOUNTED W.C.-ADULT) FlG.604.3 D SHEET NUMBER SIZE OF CLEARANCE FOR W.C. 16 LAVATORY KNEE & TOE CLEARANCES 9a INTERNATIONAL ACCESSIBILITY SYMBOL / 3 \ HEIGHT OF RAISED CHARACTERS 1 WATER CLOSET & TOILET COMPARTMENTS 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE 100 NOT TO SCALE 100 E� 0 3 (E) LANDSCAPE 1 7(E) PARKING (E) PARKING ❑ COUNT: 10 COUNT: 4 EXISTING (E) MECH. YARD CONVENIENCE o (N) ACCESSIBLE VAN _ STORE PKG SIGNAGE SEE: 13 U O M 00 ' SI Lo L N M ' w (N) ACCESSIBLE VERIFY IN FIELD ( l a) 00 EE: 10o s'-o' V 0 7 VAN PARKING S Q SIM RAMP Q O O Q can (N) ADA _ _ _ --- ------ IZ ILL Q PARKING SAW CUT (E) CONC. (E) CONCRETE (E) NATURAL GAS 0 4 COUNT: 1 VAN SIDEWALK AND CURB SIDEWALK AND AND PROPANE LLJ � (N) TRUNCATED DOMES AND INSTALL (N) CONC. CURB (PROTECTED BY �_ U .E PER ANSI/ICC STANDARDS RAMP DOWN 8.33% MAX BOLLARD POSTS) z '> Mcl) Q O ° °�° I ARCHITECT/ENGINEER OF RECORD E FUEL PUMPS I E CANOPY 1 y �� a° an 3-¢ nd YI as a I =E LM yid oQo O o=O o I v5 0 ooz I o o 1 o / U cv t SEAL (E) PARKING �3 (E) AIR/WATER COUNT: 3 r T NEGISTEREO ARCIMIECi ! 17 r JAM L STATE 1 GTON (E) LANDSCAPE 3t (E) LANDSCAPE ISSUE DATE DESCRIPTION (E) LANDSCAPES 09-12-2017 FIRST SUBMITTAL c@ -t PROJECT INFORMATION BLOCK 'w JOB# UNI-22593 DATE: 09-12-2017 SCALE: AS-NOTED DRAWN BY: CSG (E) LANDSCAPE m2 CHECKED BY: JONATHAN G. v° MODEL N SHEET TITLE ---- — _`° EXISTING N SITE PLAN TE 530 OU as 23 1• � STATE � m SHEEP NUMBER A-010 EXISTING SITE PLAN 506`E o o DEMOLITION KEYNOTES 1. REMOVE(E)WALL AND RELATED DOORS,WINDOWS AND POSTS AS INDICATED BY DASHED LINES 2. REMOVE(E)COUNTERS 3. REMOVE(E)COOLER/FREZZER UNITS AND ASSOCIATED EQUIPMENT A. REMOVE(E)FLOOR DRAIN/FLOOR SINK 5. REMOVE(E)THREE(3)COMPARTMENT SINK AND SAVE FOR RELOCATION 6. REMOVE(E)SINK AND SAVE FOR RELOCATION 7. REMOVE(E)WATER FILTER AND SAVE FOR RELOCATION 8. REMOVE(E)SUSPENDED T-BAR CEILING 9. PROVIDE ALL NECESSARY SHORING,BRACING AND TEMPORARY SUPPORTS AS REQUIRED TO ENSURE STRUCTURAL STABILITY OF ALL NEW AND EXISTING CONSTRUCTION AND TO O PREVENT THE COLLAPSE OF ANY EXISTING STRUCTURES AND CONSTRUCTION WHICH IS TO REMAIN. A U ql- o coLo N 73 m 1 o If---Il-------�jl \\ I I co EXISTING KEYNOTES C p ♦�- I ---T----T- l II Lij I I I 1 1 1 1 I I 'W Tt1 �/♦ CD /1 l'`�, ^ \ b \ bb \ 46 I I •> M C A 1 blll I I I A. (E)COLUMN OR WALL TO REMAIN I II ICI I I I B D 4 5 3 4II�,j -I I I B. (E)ELECTRICAL PANELS TO REMAIN V) I ba I,I C. (E)HAND SINK TO REMAIN � 14� I I I D. (E)MOP SINK AND WATER HEATER TO REMAIN - m ARCHITECT/ENGINEER OF RECORD ♦IpI'II'� I, �qT'I E. (E)WATER CLOSET TO REMAIN II II ''� QI�I I II o E A I I� I I I I o U p d n l 10 I I I I d y a A 9A I -----i I I a° y1� ?dQ I ♦ I I,I I I I TiN yt L j 9 -----� DEMOLITION PLAN NOTES j•' bA I;I I W LTV❑ 3 o �.♦ I I I I I I a o 3 i ♦ Ti -----H I I 1. ALL DEMOLITION WORK SHALL COMPLY WITH GOVERNING ORDINANCES FOR WASTE c N o -d 7 ♦ W I,I I I I HANDLING,TRANSPORTATION,DISPOSAL,AND RECYCLING. ° ° i _-r__ _______� -___-___-_I ♦ Iql I II O Nc�a m 2. REPORT ANY PERTINENT INCONSISTENCIES,ERRORS,AND/OR OMISSIONS TO THE ,'� ♦III 8 ------ I I ARCHITECT IMMEDIATELY UPON DISCOVERY AND PRIOR TO THE COMMENCEMENT OF R WORK. cU I 1 96 III I I I c t SEAL I Q ; III F _T_ _1 ; I 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING,BRACING AND �= I J 1 I TEMPORARY SUPPORTS AS REQUIRED TO ENSURE STRUCTURAL STABILITY OF ALL NEW �,3 AND EXISTING CONSTRUCTION AND TO PREVENT THE COLLAPSE OF ANY EXISTING STRUCTURES AND CONSTRUCTION WHICH IS TO REMAIN. G' {\�1\8� REGISTERED ARCH ECT 4. THE CONTRACTOR SHALL REMOVE ONLY THOSE PORTIONS IF THE EXISTING I ♦1 \ \ b \ b CONSTRUCTION AS INDICATED ON THE DRAWINGS AND AS REQUIRED TO ACCOMPLISH cc 17 \.yb \\q4 THE FINAL DESIGN INTENT. a U I I JAM 5. THE CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION THAT IS TO REMAIN i. STATE I GTON I I I AND SHALL REPAIR AND PATCH ANY CONSTRUCTION THAT IS DAMAGED DURING DEMOLITION.ALL REPAIRS SHALL MATCH EXISTING ADJACENT CONSTRUCTION. d 6. THE CONTRACTOR SHALL COORDINATE AND CONDUCT A SITE WALK-THRU WITH THE 3� ARCHITECT,STRUCTURAL AND MEP CONSULTANTS AND ALL DEMOLITION CONTRACTORS PRIOR TO THE COMMENCEMENT OF WORK. �� ISSUE DATE DESCRIPTION 1 ---', 7. CONTRACTOR TO COORDINATE THE REMOVAL OF ITEMS TO BE SALVAGED,STORED UO, 09-12-2017 FIRSTSUBMITTAL I j hiv AND/OR PROTECTED FOR FUTURE USE WITH THE OWNER. 3 1 i i m �-----� - 8. THE CONTRACTORSHALL COORDINATE THE LIMITS OF STRUCTURAL DEMOLITION WITH THE STRUCTURAL ENGINEER'S TYPICAL DETAILS AND SPECIFIED REQUIREMENTS(IF ANY). 9. REFER TO MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION.REQUIRED FOR INSTALLATION OF MEP WORK. c@ LEGEND _t PROJECT INFORMATION BLOCK o'w JOB# UNI-22593 DATE: 09-12-2017 EXISTING DOORS,WINDOWS,WALLS TO REMAIN a SCALE: AS-NOTED DRAWN BY: CSG m 2 CHECKED BY: JONATHAN G. EXISTING TO BE REMOVED.EXISTING STRUCTURAL COLUMNS LOCATED IN WALL SHALL REMAIN UNLESS OTHERWISE NOTED. a° MODEL 1 I=_= EXISTING DOOR/WINDOW(OR OTHER OBJECT)TO BE REMOVED. -- N SHEET TITLE c`o -U c° DEMOLITION PLAN o` a 3-° SHEEf NUMBER n� A- 100 DEMOLITION PLAN SCALE D 0 3 DOOR SCHEDULE 7,-1�F — 5F_OLF DOORS FRAME 5/8"GYP.BOARD 5/8"GYP.BOARD. DOOR SIZE FIRE 1 FOR SUSPENDED FOR SUSPENDEDvilo j CEILING DETAILS CEILING DETAILS SEE WTH HGT THK TYPE MATERIAL FINISH TYPE MATERIAL FINISH HDWR RATING REMARKS SEE DETAILS 2&3 DETAILS 2&3 ON ON SHEET A-102 SHEET A-102 3'-0' 6'-8" 0'-13/4' A HIM TBD 1 HIM TBD TBD N/A T-0" 6'-8" 0'-1314" B HIM TBD 1 HIM TBD TBD N/A i I'� 100 I �ir�aaa�iaaaa O (E) TO BE I REL---WOOD STUDS ------ 2 i � WOOD STUDS x4 @ 16,O.C. W @ 16"O.C. i 05 02 (E) To REMAIN Elo 04 5/8"GYP.BOARDW/SO ND ARD DECK TO CEILING --- BECK TO CEILING W/SOUND BATTS I 01 I W/SOUND BATTS I i I l 1 ` 1 O C) ---- I I II r 00 o N N co N.T.S PLUMBING WALL PARTITION DETAIL SCALE 4 WALL PARTITION DETAIL SCALE 3 ENLARGED RESTROOM FLOOR PLAN S°ALE 2 U . 1/2"=1'-0" o O Q DOOR AND HARDWARE NOTES � 1. DOOR SIZES LISTED ARE NOMINAL. W V J y-+ 2. PROVIDE HARDWARE BY LISTED MANUFACTURERS OR APPROVED EQUAL. /A,l 0) 3. HARDWARES HALL CONFORM TO GOVERNING ACCESSIBILITY REQUIREMENTS. U co -___='J L-------'-L---------=' 4. PROVIDE ALL COMPONENTS FOR A COMPLETE INSTALLATION(SEALS,THRESHOLD, cr) ETC). L CV 5. ALL DOORS,NEW AND EXISTING,SHALL HAVE A SMOOTH SURFACE AT THE LOWER W (E) BACK OF HOUSE 3 (N) WALK-IN 1C".SEE HARDWARE SCHEDULE FOR LOCATION OF KICK PLATES. '� ----------- COOLER 6. ADJUST FORCE OF DOOR CLOSERS TO 51bs MAXIMUM TO OPEN TYPICAL,151bs NOTE: MAXIMUM AT FIRE RATED DOORS. MEET REQUIREMENTS OF - WALK-IN COOLER TO BE FABRICATED AND Li_______ ��' INSTALLED BY OTHERS UNDER SEPARATE 7. PROVIDE LEVEL FLOOR LANDING ON EACH SIDE OF DOORS.THE FLOOR OR (E)COL. P�'-' PERMIT(INCLUDING ALL EXTERIOR LANDING SHALL NOT BE MORE THAN 1/21NCH(12.7 MM)LOWER THAN THE TO REMAIN FINISHING,MOISTURE&WATER PROOFING, THRESHOLD OF THE DOORWAY.CHANGE IN LEVEL BETWEEN 1/A INCH(6 MM)AND o m ARCHITECT/ENGINEER OF RECORD ____ Tc _ ROOFING,FLASHING AND CONNECTIONS 1/21NCH(12.7 MM)SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT " L TO EXISTING BUILDING STRUCTURE 8 SLAB). VERTICAL IN 2 UNIT HORIZONTAL(5A PERCCO ENT$LOPE).CHANGE F LEVEL GREATER a.a , --- THAN 1/21NCH(12.7 MMJ SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. � �N U (E)COL. 8. HAND-ACTIVATED DOOR OPENING HARDWARE,HANDLES,PULLS,LATCHES,LOCKS °E U C P''� TO REMAIN (E)COL. AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE o t C ^ SEE WALK-IN COOLER DOCUMENTS W ;I S TO REMAIN PROVIDED AT THE BACK OF THIS DRAWING oma J O 0 THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, E °- EXISTING EXTERIOR WALL TO REMAIN, W �' ph;y+� .¢�, SET FOR REFERENCE ONLY! TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.HARDWARE SHALL BE '' `r SEE PARTITION TYPE LEGEND W O NEW BEVERAGE COUNTER CENTERED BETWEEN 30 INCHES(762 MM)AND 44INCHES(1118 MM)ABOVE THE s,E°t y+1� Z r t BACK OF HOUSE ` a 34"AFF MAX HEIGHT FLOOR.LATC HING AND LOCKING DOORS THAT ARE HAND-ACTIVATEDAND WHICH " ,1i1/I� ai° _ ALIGN (E)COL. t ARE IN A PATH OF TRAVEL SHALL BE OPERABLE BY LEVER-TYPE HARDWARE,PANIC a= o m 7-1" 5'-O" TO REMAIN,.- BARS,PUSH-PULL ACTIVATING BARS,U-SHAPED HANDLES OR OTHER HARDWARE E ►�❑ ° DESIGNED TO PROVIDE PASSAGE.LOCKED EXIT DOORS SHALL OPERATE AS ABOVE _ [��J O 3 0 OF" - 2' , o ,p � �� IN GRESS DIRECTION. 4 _ - A ,�c ma NEW COOLER AND BEER CAVE BY OTHERS c o z (E)TOILET ROOM TO BE MODIFIED TO I --�//-i----li � I 4 �a'°� S �`� �' O (N)ADA COMPLIANT UNISEX RESTROOM I L____L_;__ I O+ ',, f.J ,ADA UNISEX, fO I ftESTROOM ; °'r �S�s 5,_G, �t SEAL - I I (N) COFFEE BAR -,------- a= 11884 I � I ACCESSIBILITY KEYNOTES REGISTERED NEW BEVERAGE ISLAND s ARCMIILCT 34' AFF MAX HEIGHT 71 17 T T---l r STATE I L GTON LLJ 1Py y U L° i 1. PROVIDE NEW COMPLIANT SIGNAGE FOR UNISEX RESTROOM.SEE ACCESSIBILITY DETAIL 30 «°- F i ON SHEET 100 u w A ZALrt 2. RELOCATE BATHROOM ACCESSORIES T048'AFF TOOPERABLE PARTS.SEE ACCESSIBILITY Pr y `= DETAIL 17B ON SHEET 100 L__J ____ _ u o ISSUE DATE DESCRIPTION LLI 3. RE LOCATE EXISTING LAVATORY AT 34 AFF MAXIMUM HEIGHT MEASURED TO THE TOP OF �+ 09202017 FIRST SUBMITTAL NEW SALES COUNTER THE LAY.INSULATE PIPE$BELOW LAY.TO MEET REQUIRED WATER CLOSET CLEARANCES.SEE m 3 ---T T T--- DETAIL 16 ON SHEET 100 _ i = 34"AFF MAX HEIGHT LOCKABLE ii i N r--, COOLER DOOR ' I 4. MODIFY THE DOOR CLOSER SO THAT THE DOOR PRESSURE IS LESS THAN SLBS O U L=J ---L------------L------------L---J (N) BEER CAVE I i 5. INSTALL VERTICAL GRAB BAR PER DETAIL 4SHEET 100 Z PATCH AND REPAIR FLOORING y o y AS REQUIRED.MATCH TILE 7 t C I WITH EXISTING. (E) SALES AREA a w1v� i J F a't PROJECT INFORMATION BLOCK --'---T l T l O v w JOB# UNI-22593 L J v 1 �� DATE: 09-20-2017 -------------- SCALE: AS-NOTED °' DRAWN BY: CSG m 2 CHECKED BY: JONATHAN G. PARTITION TYPE LEGEND E9 MODEL x� EXISTING DOORS,WINDOWS,WALLS TO REMAIN ° SHEET TITLE �N c O NEW PARTITION-REFER TO DETAIL 3+4/A-101 FOR WALL& -U PARTITION TYPES FLOOR PLAN NEW COOLER WALL-BY OTHERS(UNDER SEPARATE PERMIT) $ `o c a 3-° SHEET NUMBER n� A-101 FLOOR PLAN I ut SCALE „D,v„D�OreE REFLECTED CEILING PLAN GENERAL NOTES 1. REPLACE SUPPLY AIR DIFFUSER.PROVIDE DIFFUSER EQUAL TO KRUEGER �rr /////// 4 MODEL 1240P WITH 24X24 PANEL AND ACCESSORIES AS REQUIRED FOR ° Lore P10E / xan cczr cua roa eouu COMPLETE INSTALLING DUCTTH WORK THTRANSITION OR UP EXISTING. CONNECT TO EXISTING DUCTWORK WITH TRANSITION OR SUPPLY PLENUM AS �z�ureEw`R / NEEDED.COORDINATE BORDER TYPE AND COLOR WITH ARCHITECT. �Nc ioccDas nr / 2. REPLACE RETURN AIR GRILLE.PROVIDE GRILLE EQUAL TO KRUEGER MODEL reuRE is 11I'Dei°F rea, M� uM iu 6690 WITH 24X24 PANEL AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION WITH MATCHING PERFORMANCE TO EXISTING.CONNECT TO �mwre,wv °H rnva I—D.lIaw„ucore,.Eas Mu i411e1 EXISTING DUCTWORK WITH TRANSITION OR PLENUM AS NEEDED. III 1 uvnnixruaerraK COORDINATE BORDER TYPE AND COLOR WITH ARCHITECT. 3. WHERE LOCATED IN SUSPENDED ACOUSTICAL TILE ALL REGISTERS AND �/ \� LIGHTING FIXTURES TO BE WITHIN GRID LINES.CENTER SPEAKERS, 1112 OR I—. j \ SPRINKLER HEADS,DEVICES AND SIMILAR CEILING ELEMENTS WITHIN CEILING 41 o.c. °R� MODULE. 4. COLOR OF HVAC DIFFUSERS TO MATCH ADJACENT FINISH U.N.O. 5. G.C.TO COORDINATE THE LOCATIONS OF ALL LIGHT FIXTURES,REGISTERS, GRILLES,AND DIFFUSERS WITH SPRINKLER HEAD LOCATIONS,DUCTWORK Paoiµ Duic++as j EXIT SIGNS AND OTHER CEILING ELEMENTS. rciNc c Ross°ia ov L.C.I.enre 12IHmro cacao ” musreeuse0 exaosa0 r-eAa c"uNc 6. REFER TO THE MEP DRAWINGS FOR LOCATIONS OF ALL ELECTRICAL ",�..., arneroruweivnrornuvm rnruaenxo - eM Enia1 Ax 1I-RE ceiuuv EQUIPMENT,PLUMBING AND MECHANICAL EQUIPMENT. eucxireo„ exisnNv .1101 7. NOTIFY ARCHITECT OF ANY DISCREPANCY,OMISSION,OR UNANTICIPATED Hurnc, "QED a.'aE " Al All 1111a FIELD CONDITION THAT ALTERS THE INTENT OF THESE DRAWINGS. uaaa. n O rn AR.IHDsa..,. L 8. ALL DIMENSIONS TO CENTER LINE OF FIXTURE U.N.O. / 9. REFER TO FINISH PLAN FOR SCHEDULE INFORMATION. `J ql-L Q M 10. LEVEL 4 FINISH REQUIRED ON ALL GYPSUM BOARD UNLESS NOTED I J co N n OTHERWISE. LL �yF•1+�� CEILING GRID DETAIL NTASE 3 LIGHT FIXTURE SUPPORT DETAIL NTAS 2 11 CALL-IN ORNERS,LIGHTSEE FIX UZEES 0S2HALL HAVE TWO SAFETY WIRES AT OPPOSITE r , (3) 00 73 12. IF NO FLOOR/CEILING DRAFT STOPS EXIST,PROVIDE DRAFT STOPPING PER Q O O Q IBC 2015 SEC.718.3.3 IN ACCORDANCE WITH DRAFT STOPPING MATERIAL AS �1 � PER SEC 7183.1.. LL 0 U) a W co U M c o Z M b" NEW LED LIGHTING L N �(E)GYP. BOARD CEILING SEE ELECTRICAL DWGS. TO REMAIN.PATCH AND U) REPAIR AS REQUIRED. MATCH PAINT COLOR AND FINISH WITH EXISTING. COOLER CEILING,WALLS, FINISHES,CONNECTIONS EQ EQ TO(E)STRUCTURE BY OTHERS. — OTHERS. m ARCHITECT/ENGINEER OF RECORD ' 6„0 (E)GYP. BOARD CEILING TO REMAIN.PATCH AND REPAIR AS REQUIRED. n° Y I'� m°O MATCH PAINT COLOR AND {8i.e z WI N , FINISH NTH EXISTING. b"® ns a „ aE W�� b„ _ ® — � min °pd o m CD o o z b„® b„® C�IE (E)GYP. BOARD CEILING b"® c ci TO REMAIN.PATCH AND REFLECTED CEILING PLAN LEGEND �-6 SEAL REPAIR AS REQUIRED. MATCH PAINT COLOR AND b 611 >. FINISH WITH EXISTING. �, ® ® ¢� 11884 rDIAMETER OF LIGHT AS INDICATED ON DRAWINGS REGISTERED b® LCT X,f — AHCIHI17 ® RECESSED DOWN LIGHT 7 JAM L <O EQ EQ ;,� STATE I GTON TYP. TYP. r v > b�� 2'x4'CEILING LIGHT r ISSUE DATE DESCRIPTION 1'x4'CEILING TROUGH LIGHT u° 09-12-2017 FIRST SUBMITTAL 3 6 COOLER CEILING,WALLS, ADJUSTABLE DIRECTION SPOT LIGHT 0 O FINISHES,CONNECTIONS TO(E)STRUCTURE BY —m OTHERS. ® EXIT SIGNAGE y o <O b"® t12 ml -al PROJECT INFORMATION BLOCK JOB# UNI-22593 DATE: 09-12-2017 SCALE: AS-NOTED ° DRAWN BY: CSG _________________ m 2 CHECKED BY: JONATHAN G. E v° MODEL ILLUMINATED EXIT SIGN NEW SUSPENDED T—BAR v EXISTING TO REMAIN. CEILING, NEW LIGHTING. SEE DETAILS 2&3 ON SHEET A-102 AND ° SHEET TITLE ELECTRICAL DRAWINGS FOR in SPECIFICATIONS. —d c`o -U REFLECTED N CEILING PLAN o` a 3-° SHEET NUMBER n� A- 102 REFLECTED CEILING PLAN SaALB o 0 3 PIPING SYMBOLS (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) PLUMBING ABBREVIATIONS (APPLY ONLY WHEN GENERAL DEMOLITION NOTES GENERAL NOTES USED ON DRAWINGS) PIPING BRANCH ABV ABOVE LAV LAVATORY 1. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR BUILDINGS BEING 1. DRAWINGS ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AC AIR CONDITIONING LBS POUNDS MODERNIZED IN THIS PHASE AND FOR DEMOLITION AREAS AND EXISTING WALLS. FIXTURES, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR PIPE DROP AFF ABOVE FINISHED FLOOR LF LINEAR FEET THE SCOPE OF THE DEMOLITION WORK SHALL INCLUDE ALL LABOR, MATERIALS, EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER AP ACCESS PANEL SERVICES AND EQUIPMENT REQUIRED FOR THE REMOVAL OF EXISTING PLUMBING TO MANUFACTURER'S INSTALLATION INSTRUCTION FOR CONNECTIONS AND INSTALLATION ---------0 PIPE RISE ARCH ARCHITECTURAL MAX MAXIMUM EQUIPMENT AND SYSTEMS. VERIFY ALL SPECIFIC DEMOLITION WORK PRIOR TO REQUIREMENTS. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL MBH THOUSAND BTU PER HOUR COMMENCING. RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND BRANCH - TOP CONNECTION BEL BELOW MH MANHOLE 2. REMOVE ALL PIPING, ACCESSORIES, FIXTURES, PLUMBING SYSTEM INSULATION LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. BFP BACK FLOW PREVENTOR MIN MINIMUM AND SUPPORTS, CONTROL DEVICES, PLUMBING EQUIPMENT AND SPECIALTIES. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS BV BALANCING VALVE MPG MEDIUM PRESSURE GAS BRANCH - BOTTOM CONNECTION BWV BACKWATER VALVE MS MOP SINK 3. PERFORM CUTTING AND PATCHING OF THE CONSTRUCTION WORK WHICH MAY BE APPROVED AND AMENDED BY THE AUTHORITY HAVING JURISDICTION. PURCHASE ALL REQUIRED FOR THE PROPER INSTALLATION OF PLUMBING WORK OR REMOVAL OF PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. R y PIPE SLOPE UP CD CONDENSATE EXISTING PLUMBING EQUIPMENT AND SYSTEMS. PATCHING SHALL BE OF THE 3. CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS CFH CUBIC FEET PER HOUR NIC NOT IN CONTRACT SAME MATERIALS, WORKMANSHIP AND FINISH AS AND ACCURATELY MATCH AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION 1 T1 y PIPE SLOPE DOWN CFM CUBIC FEET PER MINUTE NO NUMBER SURROUNDING WORK TO THE SATISFACTION OF THE ARCHITECT. SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. CI CAST IRON NPSH NET POSITIVE SUCTION HEAD 4, ALL REMOVED MATERIALS AND EQUIPMENT WHICH, IN THE OPINION OF THE 4. FOR BUILDING LOCATIONS, FINISH FLOOR, AND GRADE ELEVATIONS, SEE T-0-2% MINIMUM SLOPE DOWN TO DIRECTION OF FLOW CLG CEILING NTS NOT TO SCALE ARCHITECT, ARE SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER. ARCHITECTURAL AND CIVIL DRAWINGS. CO CLEANOUT OD OVERFLOW DRAIN DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON PREMISES AS 5. FOR PIPING RUNNING THROUGH AND PARALLEL TO FOOTING, SEE STRUCTURAL � FLOW IN DIRECTION OF ARROW CONC CONCRETE OPWT OPERATING WEIGHT DIRECTED, AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DRAWINGS. CONN CONNECT OR CONNECTION WHERE MATERIALS AND EQUIPMENT HAVE BEEN REMOVED AND NOT REPLACED 6. FOR EXACT LOCATION OF ROOF DRAINS, SEE ARCHITECTURAL DRAWINGS. UNION CONT CONTINUE OR CONTINUATION PG PRESSURE GAUGE THE EXPOSED SURFACE BEHIND MATERIAL OR EQUIPMENT SHALL BE PAINTED TO 7. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE COTG CLEANOUT TO GRADE POC POINT OF CONNECTION MATCH SURROUNDING SURFACES. DO NOT REUSE MATERIALS AND EQUIPMENT, OBTAINED FROM THE ARCHITECTURAL DRAWINGS. CONCENTRIC REDUCER CW COLD WATER POR POINT OF REMOVAL UNLESS SPECIFICALLY SPECIFIED ON PLANS. REMOVE FROM PREMISES AND B. SEE ARCHITECTURAL DRAWINGS FOR ACCESSIBLE FIXTURE LOCATIONS AND MOUNTING DF DRINKING FOUNTAIN PRV PRESSURE REDUCING VALVE DISPOSE OF ALL MATERIALS CONSIDERED BY OWNER/ARCHITECT TO BE SCRAP. HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW ACCESSIBLE O ECCENTRIC REDUCER, FLAT TOP PSI POUNDS PER SQUARE INCH 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND BECOME LAVATORIES AND SINKS WITH PRE-FORMED INSULATED FITTING COVERS AND OFFSETDN DOWN 1� DIA DIAMETER THOROUGHLY FAMILIAR WITH ALL FEATURES OF THE BUILDING AND SITE, WHICH P-TRAP AGAINST WALL. FLUSH VALVES SHALL BE TOWARD THE WIDE SIDE OF STALL. 1 PT PLUGGED TEE U O T PLUGGED TEE DR DRAIN PTRV PRESSURE/TEMPERATURE RELIEF MAY AFFECT THE PROPER PERFORMANCE OF THIS WORK. 9. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT US DOWNSPOUT VALVE 6. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING TO AVOID EXISTING LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, PRIOR LO c IN FLANGED CONNECTION PW PLUGGED WYE UNDERGROUND UTILITIES, AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO START OF ANY TRENCHING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF y,�� N (E) EXISTING DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THESE ANY DISCREPANCIES. 'lip C END CAP, SCREWED OR WELDED EL ELEVATION RD ROOF DRAIN DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR 10.ALL HOSE HIBBS SHALL BE INSTALLED 18"ABOVE FINISH FLOOR OR GRADE, UNLESS r , 2 Oo ELEC ELECTRICAL RP REDUCED PRESSURE CONSTRUCTION SAFETY, WHICH IS THE RESPONSIBILITY OF THE CONTRACTOR. OTHERWISE NOTED. V EXPANSION LOOP 11.ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS OTHERWISE Q O O Q 'F DEGREE FAHRENHEIT S SINK NOTED. PIPE SLEEVE, ALIGNMENT GUIDE PC FLEXIBLE CONNECTION SO STORM DRAIN 12.INSTALL VTR'S MINIMUM OF 12" FROM ANY VERTICAL SURFACE, MINIMUM OF 10 FT L.L LL FCO FLOOR CLEANOUT SOC SHUT OFF COCK SELECTIVE DEMOLITION NOTES AWAY FROM OR 3 FT ABOVE FROM ANY FRESH AIR INTAKE, OPERABLE WINDOWS, Q PIPE ANCHOR FD FLOOR DRAIN SOV SHUT OFF VALVE DOORS. X FLR FLOOR SEPT SQUARE FEET 1. COORDINATE SEQUENCING AND OWNER OCCUPANCY. COORDINATE THE SHUT-OFF AND 13.PROVIDE WEATHER PROOFING FOR PLUMBING WORK EXPOSED TO WEATHER. FPM FEET PER MINUTE SS SERVICE SINK DISCONNECTION OF UTILITY SERVICES WITH THE OWNER AND THE UTILITY COMPANY. 4-BALL VALVE 14.THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS W P FPS FEET PER SECOND ST STORAGE TANK PERFORM DEMOLITION IN PHASES AS INDICATED. FOR CONSTRUCTION SAFETY. V J BUTTERFLY VALVE FS FLOOR SINK STIRSTRAINER 2. EXAMINE AREAS WHERE SELECTIVE DEMOLITION IS TO OCCUR. DETERMINE EXTENT OF 15.THIS CONTRACT DOES NOT ANTICIPATE THE HANDLING OF ASBESTOS OR ANY /1 CO FT FEET WORK AND AFFECT ON EXISTING CONDITIONS TO REMAIN.ADVISE ARCHITECT OF ANY HAZARDOUS WASTE MATERIAL. IF ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS �J r f�l/I FU FIXTURE UNITS TDH TOTAL DYNAMIC HEAD CONDITIONS THAT MIGHT CREATE EXTENSIVE ALTERATIONS BEYOND INDICATED SCOPE. z � M GATE VALVE ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. DO NOT DISTURB, HANDLE OR �/I\T TEMP TEMPERATURE 3. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND G GAS NOISE BARRIERS TO KEEP DIRT, DUST,AND NOISE FROM BEING TRANSMITTED TO ATTEMPT TO REMOVE. L (V TH THERMOMETER 16.PROVIDE ACCESS DOORS AND/OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO GLOBE VALVE GA GAUGE / ( TP TRAP PRIMER ADJACENT AREAS. REMOVE PROTECTION AND BARRIERS AFTER DEMOLITION OPERATIONS GAL GALLON PROVIDE ACCESSIBILITY FOR SERVICE/ MAINTENANCE OF VALVES, PLUMBING I w TYP TYPICAL ARE COMPLETE. v, 74 CHECK VALVE GALV GALVANIZED 4. LOCATE, IDENTIFY,AND PROTECT PLUMBING SERVICES PASSING THROUGH DEMOLITION EQUIPMENT AND DEVICES. ALL ACCESS DOORS AND PANEL LOCATIONS AND SIZES GC GAS COCK U URINAL AREA AND SERVING OTHER AREAS OUTSIDE THE DEMOLITION LIMITS. MAINTAIN SERVICES SHALL BE PROVIDED BY CONTRACTOR AND SUBMITTED TO ARCHITECT PRIOR TO PRESSURE REDUCING VALVE GET! GALLONS PER HOUR UN UNION TO AREAS OUTSIDE DEMOLITION LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL INSTALLATION. GPM GALLONS PER MINUTE 17.ALL NOTES ON THIS SHEET REMAIN PART OF THE CONTRACT DOCUMENTS. UTR UP THRU ROOF TEMPORARY SERVICES FOR AFFECTED AREAS. PROVIDE MINIMUM OF 72-HOUR NOTICE n RELIEF VALVE GPR GAS PRESSURE REGULATOR TO OWNER PRIOR TO INTERRUPTION. 18.TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING GR GRADE VB VACUUM BREAKER AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL 5. DEMOLISH, REMOVE, DEMOUNT,AND DISCONNECT ABANDONED PLUMBING MATERIALS AND m ARCHITECT/ENGINEER OF RECORD MOTORIZED CONTROL VALVE VBF VENT BELOW FLOOR EQUIPMENT INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED. REMOVE DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO HE HOSE BIBB VTR VENT THRU ROOF ADDITIONAL COST. `m-9° !w HP HORSEPOWER FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND EQUIPMENT NOT 19 PLUMBING EQUIPMENT SHALL BE CERTIFIED BY MANUFACTURER TO COMPLY WITH ALL T �// Y STRAINER HW HOT WATER W/ WITH INDICATED TO BE SALVAGED. O o APPLICABLE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL ENERGY EFFICIENCY E W T WH WATER HEATER 6. REMOVE, DEMOUNT,AND DISCONNECT EXISTING PLUMBING MATERIALS AND EQUIPMENT W N E i PLUG WYE ID INSIDE DIAMETER STANDARDS. o 4 o WHA WATER HAMMER ARRESTER INDICATED TO BE REMOVED AND SALVAGED, AND DELIVER MATERIALS AND EQUIPMENT TO a o u IF INVERT ELEVATION 20.CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING w � m THE LOCATION DESIGNATED FOR STORAGE. fY� ID INDIRECT WASTE W/0 WITHOUT SHALL BE MADE WITH TWO 2 DIELECTRIC UNIONS SEPARATED BY A 12" SECTION OF 'o .U r 6 AUTOMATIC AIR VENT 7. DEMOLISH, REMOVE, DEMOUNT,AND DISCONNECT INACTIVE AND OBSOLETE PIPING, ( ) WCO WALL CLEANOUT RED BRASS PIPE. ,t„ °' FITTINGS AND SPECIALTIES, EQUIPMENT, CONTROLS, FIXTURES,AND INSULATION. PIPING u o KW KILOWATT WC WATER CLOSET 21.PIPING IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. d N a-a GAS COCK EMBEDDED IN FLOORS, WALLS, AND CEILINGS MAY REMAIN IF SUCH MATERIALS DO NOT ?E ` �o 22.PATCH AND REPAIR AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY PLUMBINGiz YB YARDBOX INTERFERE WITH NEW INSTALLATIONS. REMOVE MATERIALS ABOVE ACCESSIBLE CEILINGS. WORK. _ W , o s t° MANUAL AIR VENT DRAIN AND CAP PIPING ALLOWED TO REMAIN. o.o.r 23.CONNECTIONS TO EXISTING SERVICES SHALL BE MADE WITH MINIMUM INTERRUPTION _ = o� o 71>0 VALVE IN RISER TIME. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE FOR SUCH c�, O ° PLUMBING LINES (APPLY ONLY WHEN USED ON DRAWINGS) INTERRUPTION AND OBTAIN APPROVAL FOR INTERRUPTION SCHEDULE. m PRESSURE GAGE WITH COCK STRUCTURAL AND SEISMIC RESTRAINT 24.DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ___2" DCW--- DOMESTIC COLD WATER T ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD cci WATER HAMMER ARRESTER 1. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL DRAWING SHALL SHOW CHANGES IN MANUFACTURER AND MODEL, MATERIALS, SIZES, '- BE CUT, NEITHER DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN t° SEAL ----1" DHW---- DOMESTIC HOT WATER LOCATIONS AND HOOK-UP POINTS. AS-BUILTS SHALL BE GIVEN TO THE OWNER AT t TRAP PRIMER AUTHORIZATION FROM THE STRUCTURAL ENGINEER. COMPLETION OF 2. ALL WELDING SHALL BE SPECIALLY INSPECTED BY AN AWS-CWI QUALIFIED 25.INSTALL PLUMBING WORK TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL ¢` y PT-cH 1" DHC DOMESTIC HOT WATER CIRCULATION/RETURN INSPECTOR APPROVED BY AHJ. EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN PIPING PERMITTED OVER of wAse, OT AQUASTAT 2 Nl'L 3. ALL BRACING OF PIPING SHALL BE INSTALLED IN ACCORDANCE WITH LATEST OR UNDER ELECTRICAL PANELS. � 4"" G NATURAL GAS d w o N EDITION SMACNA SEISMIC RESTRAINT MANUAL. 26.CONDENSATE DRAIN PIPING SHALL BE TYPE "M"" COPPER. INSULATE CONDENSATE GAS PRESSURE REGULATOR =o 4. WHERE BRR ACING DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE PIPING WITHIN BUILDING TO PREVENT CONDENSATION. 3/4" MICRO-LOK TYP -�. . B a 2" MPG NATURAL GAS - MEDIUM PRESSURE H ¢ p w FLOOR CLEANOUT SMACNA SEISMIC MANUAL, THE INSTALLATION SHALL BE ANCHORED OR BRACED 27.CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE COORDINATE CLEANOUT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. Fse� Eac 4" S SANITARY DRAIN 2015 IBC. r v f7fiil 28.VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE NOTED. CLEANOUT IN TRAFFIC RATED YARD BOX " 29.UNIONS SHALL BE PROVIDED AFTER EACH SCREW-TYPE VALVE AND PRIOR TO ___ --4' V------ SANITARY VENT 3 WALL CLEANOUT EQUIPMENT CONNECTIONS. �A� �/ V -----4" GW------ GREASE WASTE DRAIN SCOPE OF YV O R f\ 30.PLUMBING CONNECTION TO EQUIPMENT PROVIDED BY OTHER TRADES SHALL BE HOSE BIBB WITH VACUUM BREAKER COORDINATED BEFORE FABRICATION OR INSTALLATION. EXACT ROUGH-IN LOCATIONS ISSUE DATE DESCRIPTION 2" CD CONDENSATE DRAIN 1. EXISTING: AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. U°, 09-12-2017 FIRST SUBMITTAL ® POINT OF CONNECTION/REMOVAL • FLOOR SINKS TO BE REMOVED. 31.ALL WASTE AND VENT PIPING SHALL SLOPE AT 2% MIN. UNLESS OTHERWISE NOTED. 3 2"" D INDIRECT DRAIN LAVATORY TO BE REPLACED AND RELOCATED. 32.VALVES, TRAP PRIMER, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN • FILTERED WATER TO BE RELOCATED AND RECONNECTED TO NEW EQUIPMENT. WALLS OR ABOVE NON-ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN 4" NPW NON PORTABLE WATER 2. CONTRACTOR SHALL PROVIDE: ACCESS PANEL. • NEW FLOOR SINKS AND ACCESSORIES. 33.LAVATORIES SHALL BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL - 4" SD STORM DRAIN • NEW LAVATORY AND ACCESSORIES. DEVICES RESTRICTING WATER FLOW TO 0.5 GPM. FAUCET TEMPERATURE SHALL BE _ • NEW FILTERED WATER CONNECTION TO EQUIPMENT. LIMITED TO NO MORE THAN 105'F. y o 4" OD STORM OVERFLOW 34.BEFORE ANY USE OF WATER SYSTEM IS MADE FOR DOMESTIC PURPOSES, IT SHALL BE STERILIZED BY SLOWLY FILLING THE SYSTEM WITH A WATER-CHLORINE SOLUTION `d CONTAINING AT LEAST FIFTY (50) RPM OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR TWENTY FOUR (24) -t PROJECT INFORMATION BLOCK HOURS; OR, THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A °' JOB# UNI-22593 WATER-CHLORINE SOLUTION CONTAINING AT LEAST TWO HUNDRED (200) RPM OF `°°'`m DATE: 09-12-2017 CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. FOLLOWING THE ALLOWED a SCALE: AS-NOTM STANDING TIME, THE SYSTEM SHALL BE FLUSH WITH CLEAN POTABLE WATER UNTIL ° DRAWN BY: C8G THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT 2.E CHECKED BY: JONATHAI93T EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. THIS PROCEDURE OF FLUSHING THE SYSTEM SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL Ev° MODEL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSIST IN THE SYSTEM. 35.SCHEDULE TESTING WITH THE OWNER/LANDLORD'S FIELD REPRESENTATIVE. PROVIDE A COPY OF THE APPROVED TEST REPORT TO THE OWNER/LANDLORD. -B SHEET TITLE 36.THE FORCE REQUIRED TO ACTIVE FIXTURE CONTROLS (I.E. FLUSH VALVES FAUCET -'d etc.) SHALL BE NO GREATER THAN 5LB. 37.UPON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING �`o PLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, a GENERAL NOTES& AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW. w LEGENDS U� n 3 SHEET NUMBER n� P001 E5 o 0 3 1 ARLINGTON#5470 E UIPMENT PLUMBING ELECTRICAL CORE UP DIM.NOMINAL WATER(INA WASTE IN. GAS CONNECTION AREA NO NO DESCRIPTION W x D x H IN. E UANT. MANUFACTURER&MODEL NO. HOT COLD DIRECT IND. ONNECI MBTU VOLTS AMPS PH WATTS HP DIRECT OUTLET REMARKS GILARCO VEEDER ROOT PASSPORT 101 P.O.S.-POINT OF SALES 15 x 11 x 14 2 POS 115 STD DATA+OUTLETS BELOW OC 102.1 CIGARETTE RACK-METAL BLACK 24 X 17 X 86 2 HARBOR FLEX FRAME STD HEIGHT W 102.2 CIGARETTE RACK-METAL BLACK 36 X 17 X 86 2 HARBOR FLEX FRAME STD HEIGHT N 2 102.3 CIGARETTE RACK-METAL BLACK 48 X 17 X 86 2 HARBOR FLEX FRAME STD HEIGHT STD Q V 103.1 SAFE 1 TIDEL PROVIDE DATA CONNECTION O 103.2 SAFE 1 TIDEL 115 0.5 1 PROVIDE DATA CONNECTION O *a 104 IPHONE BY OWNER need info DATA+OUTLETS NIGHT TRANSACTION DRAWER 0 105 W INTERCOM 24 x 19 x 7 1 OUICKSERV OS 625 ' ` � O 106 IN COUNTER LOTTO 24" 1 BY STATE v W 201 GEMINI G4 COFFEE BREWER 19 x 23 x 30 E 1 CURTIS G4GEMTIF10A1000 3 8 220 35.4A 7600 X Lo M Lf) N F- 202.1 O SATELLITE 12 x 14 x 9 E 1 1 CURTIS GEM3IF � 00 Z 202.2 P WARMER 10 x 14 x 12 E 2 CURTIS GEM5IF U 202.4 BREWER DRIP TRAY 18.2" 1 1 CURTIS < _0 O Q W 202.5 DRIP TRAYS 9.1" 2 CURTIS LL Z., Q ~ CAPPUCCINO SYSTEM 6 HEAD Q _0 � LIJO 203 T 21 x 24 x 35 1 CURTIS PCGT6 1 4 120 15.0 1800 m ui Co 204 ICED COFFEE 18 x 23 x 33 E 1 I INTERNATIONAL DELIGHT 225 1 1 1 ^, 206 WW FLAVOR SHOT 8 x 22 x 26 1 SURESHOT ACFC-10 120 1.0 5-15P V! M C= 207 TT CHILLED DAIRY 22 x 12 x 24 1 SURESHOT AC220 120 0.5 5-15P ,L) M L N 209 VV CHILLED DAIRY 16 x 24 x 24 1 SURESHOT AC330-SS 120 1.0 5-15P Q 211 ID TOWER ICED COFFEE CUPS 4 x 7 x 17 1 INTERNATIONAL DELIGHT L CV W Z 301 A5.1 ICE MAKER TOP LOAD 31 x 24 x 24 1 CORNELIUS WCC-700 CHUNKLETT 1 4 FLR SNK 208-230 20.0 X U) W 302 A6.1 i ICE MAKER TOP LOAD 22 x 26 x 29 1 CORNELIUS NORDIC 530 CUBER 3 8 FLR SNK 208-230 20.0 X p� N 303 DID 4 BARREL VIPER FUB 29 x 33 x 44 1 CORNELIUS 621460042 3 8 W W 0>W Z ILL304 U PREAL-BLENDING BAR 46 x 31 x 56 PREAL BLENDING BAR 1 4 FLR SNK 120 6.5 5-15P CIRCUITS co W p 305 A2 DOUBLE DISPENSER ICED TEA UNIT 15 x 12 x 24 1 1 REVOLUTION TEA-IN 501001 MP -d ARCHITECT/ENGINEER OF RECORD 00 U C 306 E ICE DRINK DISPENSER 10 HEAD 30 x 30 x 41 1 CORNELIUS IDC255 621065166 3 8 FLR SNK _ VI th U `o LJJ O E o 'E d¢�d 403 H2 24"HEATED MERCHANDISER 21 x 25 x 21 1 W ISCO 00282-24-SR-121 120 946 N u o LF) 404 A4 DOUBLE DISPENSER CHILI&CHEESE 9 x 17 x 25 1 GEHLS HT2 DUAL DISPENSER y 6 i 405.1 HOT DOG ROLLER GRILL 35 x 19 x 12 2 APW WYOTT XPERT HRS-50 a E m m a a w 405.2 PASS THROUGH SNEEZE GUARD 2 APW WYOTT ACCESSORY _ W N o 0 f 405.3 L GRILL DIVIDERS 2 APW WYOTT ACCESSORY Q cd 0z o ZZ 406 SS NON HEATED BUN DRAWER LOW 35 x 19 x 9 2 APW WYOTT BC-50 u 407 CHILLED 4 COMPARTMENT CENTER 17 x 26 x 12 1 APW WYOTT RTR-4 120 360 `a p -6 SEAL Z 408.1 BLACK HOT CUP DISPENSER 8 x 23 x 32 2 DISPENSE RITE 3 408.2 STEEL FOUNTAIN CUP HOLDER R 13 x 23 x 32 1 DISPENSE RITE w 408.3 STEEL FOUNTAIN CUP HOLDER L 13 x 23 x 32 1 DISPENSE RITE O 409 COFFEE CONDIMENT CENTER 16 x 12 x 24* 3 PLASTICS AND PRODUCTS W Nco m O r LID AND STRAW HOLDER 6.5 x 16 x 32 3 PLASTICS AND PRODUCTSA MICROWAVE OVEN 22 x 19 x 14 1 AMANA RCS IODSEGG UNDERCOUNTER ADA REFRIG 37 x 31 x 30 1 TRUE TRU-36-ADA 115 5.0 1 6 5-15P LOW PROFILE 31 7 8"HIGH T� oe FQsso 3 c W 501.1 ANTHONY DOORS 11 INFINITY W SMART CONTROLLER 15suE DATE DESCRIPTION c W 501.2 ANTHONY CONTROLLER 1 60 17156 0001 � 09-12-2017 FIRST SUBMIT AL 3 10 ' 501.2 ANTHONY LIGHTING 2 COMPRESSOR 502 IMPERIAL WALK-IN COOLER CUSTOM COMPRESSOR L L a Lu EVAPORATOR#1 FLR SNK - EVAPORATOR#2 FLR SNK 601 ATM MACHINE 16 x 23 x 57 1 GENMEGA G-2500 145 STD PROVIDE DATA "o W PROJECT INFORMATION BLOCK O 603 GONDOLAS-MECHANDISER SHELVING 18"DEPTH BY OWNER w JOB# UNI-22593 �y 605.1 MERCHANDISER ISLAND SELF-CONTAINED 74 x 50 x 50 1 HUSSMAN TY3-4X6I-S m DATE: 09-12-2017 N 608 ICE MAKER CUBE 30 x 24 x 68 1 CORNELIUS NORDIC 530 CUBER 3 8 FLR SNK 115 19.1 SCALE: AS-NOTM m' DRAWN BY: CAG 608 1 ICE BIN STORAGE 30 x 24 x 68 1 CHECKED BY: JONATHAHSS LL 701.1 3-COMPARTMENT SINK SMALL 58 x 20 x 37 1 EXISTING 112 112 FLR SNK C 702.1 MOP SINK STAINLESS STEEL 24 x 24 x 12 1 EXISTING 1 2 1 2 3 KDG32 RUBBER DRAIN GASKET ;$ MODEL Y 703 HAND SINK-SPACE SAVER W FAUCET 12 x 16 x 12 1 EXISTING 1 2 1 2 2 W SOAP TOWEL DISPENSER o U y 707 WIRE RACK SHELVING 48 x 18 x 75 E METRO 1848NK3 AND 74PK3 5 SHELVES&4 POSTS PER UNIT -- m 708 WATER FILTER E 1 PENTAIR EVERPURE EV9328-74 3 4 NN SHEET TITLE O 709 CO2 TANKS 1 2 BY OTHERS - O = 710 REFRIGERATOR FREESTANDING 1 BY OWNER `o n 712 HOT WATER HEATER EXISTING E 1 I I RHEEM ELECTRIC g_ PLUMBING EQUIPMENT y`g SCHEDULE o` U� n 3 SHEET NUMBER n� aK P002 E� �o 03 PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT DESCRIPTION/ACCESSORIES MANUFACTURER/ CW HW VENT WASTE NOTES MODEL 1 PLUMBING SPECIFICATIONS: PROVIDE 1 1/4" X 1 1/2" 1. GENERAL: TRAP; WALL-HUNG SINK w/ AMERICAN LAVATORY OVERFLOW; WHITE; ADA STANDARD -- -- 1-1/2" 1-1/2" 1,3,6 1.1. ALL PLUMBING WORK INCLUDING INSTALLATION, EQUIPMENT, FIXTURES AND COMPLIANT 0321.026 PIPING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH LOCAL CODE AND LAV-1 ADOPTED ORDNANCES, AND REGULATIONS SET FORTH BY THE AHJ (AUTHORITY SINGLE HANDLE MIXING FAUCET AMERICAN HAVING JURISDICTION). FAUCET w/ MAX. FLOW RATE OF 0.5 STANDARD 1/2" 1/2" -- -- 1,25 1.2. ROUTING OF ALL SANITARY PLUMBING, DOMESTIC WATER PIPING AND GAS PIPING GPM; ADA COMPLIANT 1480.150 AS SHOWN ON THE PLANS IS SHOWN WITH THE INTENTION OF INDICTING THE SANI-FLOOR RECEPTOR; CAST APPROXIMATE LOCATION OF EXISTING CONDITIONS, AND NEW ITEMS, PLUMBING FS-1 FLOOR SINK IRON BODY 8""x8" w/ 6" SUMP ZURN 2" 0"-3" 6 ' CONTRACTORS SHALL VISIT THE JOB SITE CONDITIONS PRIOR TO SUBMITTING DEPTH; BOTTOM DOME STRAINER; Z-1910-2 BIDS OR STARTING WORK. THIS CONTRACTOR SHALL COORDINATE THE HALF GRATE INSTALLATION OF HIS WORK WITH THE WORK OF ALL OTHER TRADES TO AVOID ADJUSTABLE COATED CAST IRON INTERFERENCE, CONTRACTORS MAY DEVIATE FROM THE LOCATION OF PIPING FLOOR ZURN SHOWN IF INSTALLATION COMPLIES WITH LOCAL CODES AND INDUSTRY FCO CLEANOUT CLEANOUT W/ ABS TAPERED ZN-1400-VP 3, 4" -- 1 PRACTICES, AND IF THE AHJ AND OWNER'S REPRESENTATIVE APPROVE. ITEMS THREADED PLUG NOT SHOWN ON THE PLANS OR SHOWN IN CONFLICT WITH ANY CODE, DURA COATED, CAST IRON BODY, REGULATION OR EXISTING CONDITION SHALL BE BROUGHT TO THE ATTENTION OF WCO WALL CLEANOUT GAS AND WATER TIGHT ABS ZURN Z1441-VP -- -- -- 3" 1 THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING PLUG, BRONZE ACCESS COVER. ALL WORK IN ACCORDANCE WITH LOCAL CODES. NOTES 1.3. PRIOR TO SUBMISSION OF THE CONTRACTORS COST ESTIMATE FOR WORK 1 PLUMBING FIXTURE AND ASSOCIATED EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR. INCLUDED UNDER THIS PROJECT, THE CONTRACTOR SHALL VISIT THE JOB SITE SUBSTITUTIONS OF AN APPROVED EQUAL IS ALLOWED UPON APPROVAL OF UNITED PACIFIC. TO EXAMINE ALL EXISTING CONDITIONS RELATED TO HIS WORK, AND UPON 2 INSTALL SHUT-OFF (ISOLATION) VALVES IN ACCESSIBLE LOCATION FOR HW & CW LINES. O FINAL EXAMINATIONS OF SUCH SHALL SUBMIT A FINAL PROPOSAL AS EVIDENCE A THAT THIS CONTRACTOR HAS VISITED SAID SITE AND VERIFIED ALL EXISTING AND 3 INSULATE WATER SUPPLY AND WASTE PIPING UNDER HANDICAPPED LAVATORIES WITH "HANDI LAV" GUARD 1 PROJECT CONDITIONS. CLAMS OF ADDITIONAL WORK OR ADD-ONS DUE TO JACKET BY TRUEBRO OR APPROVED EQUAL. NON-VERIFICATIONS OF EXISTING CONDITIONS WILL NOT BE CONSIDERED BY THE 4 INSTALL WATTS #MMV-M1 MIXING VALVE. O OWNER. ALL ADDITIONAL WORK WHICH IS NOT CLEARLY APPROVED PRIOR TO Lo co N PERFORMANCE OR SUCH WORK WILL BE CHARGED TO THE CONTRACTOR, AND IF 1 5 IPROVIDE 1/2" 110' WATER. �yy�y.-�{{{��,... Lo NOT SETTLED WILL BE HELD FROM HIS FINAL PAYMENT. 6 FIXTURE PROVIDED WITH SELF CONTAINED TRAP. ` � 00 2. MATERIALS: v 2.1. DOMESTIC WATER PIPING: ^Q O NNQ Q WATER PIPING SHALL BE TYPE-L COPPER WITH WROUGHT FITTINGS, LEAD-FREE L Z., SOLDER L. OR SILVER SOLDER SHALL BE USED AT ALL POINTS OF CONNECTION. HANGERS SHALL BE EQUAL TO CLEVIS TYPE HANGERS AND SHALL BE USED ON Q }0 A PIPING AT INTERVALS AS REQUIRED BY CODE. THE CONTRACTOR SHALL /'� ALLOW ADDITIONAL CLEARANCE FOR EXPANSION AND CONTRACTION FOR V) Q INSULATED AND NON-INSULATED PIPING. AT THE CONTRACTOR'S OPTION CROSS ui (3) LINKED POLYETHYLENE (REX) PIPING MAY BE UTILIZED WHERE ALLOWED BY W AUTHORITY HAVING JURISDICTION. / co 2.2. DRAIN, WASTE, AND WENT PIPING: DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC OR SERVICE N WEIGHT CAST IRON, AS REQUIRED BY CODE. PVC SHALL NOT BE USED IN RETURN AIR PLENUMS WEHRE PROHIBITED BY CODE. WHERE FLOOR OR HUB DRAINS ARE SHOWN AS CAST IRON, THE CONTRACTOR SHALL PROVIDED A SUITABLE COUPLING WHICH IS APPROVED BY CODE. CONDENSATE DRAIN LINES SHALL BE COPPER. c 3. VALVES: 115 SHUT OFF VALVES SHALL BE EITHER GATE-TYPE OR BALL VALVES BY "CRANE", DRAIN PIPE SHALL BE CUT AT AN m ARCHITECT/ENGINEER OF RECORD 0 "STOCKHAM" OR "PDWELL" MIXING VALVES SHALL BE BY "LAWLER" OR APPROVED RAISE RIM OF FLOORSINK o m- EQUAL. BACKWATER VALVES SHALL BE BY "ZURN" OR APPROVED EQUAL. ABOVE TILE PER LOCAL ANGLE AS SHOWN.TYPICAL INDIRECT DRAIN FROM EQUIPMENT. CODE REQUIREMENTS. G.C. `o mLu Q 4. PLUMBING SPECIALTIES: PIPE SUPPORT E o E TO CHECK LOCAL CODE `m� m w,o 4.1. AIR CHAMBERS: SHALL BE CONSTRUCTED OF TYPE-L COPPER, AIR CHAMBERS REQUIREMENTS. FINISHED TILE FLOOR 1/2 0= y w o u WATTS MIXING INSTALL MIXING VALVE 12" SHALL BE ONE SIZE LARGER THAN THE SUPPLY PIPING, AND SHALL BE 18 VALVE MODEL n G U N N INCHES LONG, PROPERLY CAPPED AND SUPPORTED. FACTORY MANUFACTURED # ABOVE LAY-M CEILING N m USG-B ITEMS CAN BE SUBSTITUTED AT THE CONTRACTORS OPTION BY "NIBCO", "WADE" SET 0 110' A AIR GAP 12" OR EQUAL. LAY-IN CEILING n E `m v m a co 4.2. CLEAN OUTS: WALL CLEANOUTS SHALL HAVE STAINLESS STEEL COVERS AS - W y o-E o MANUFACTURED BY "WADE"" OR APPROVED EQUAL, FLOOR CLEAN OUTS SHALL - a c o a o HAVE SATIN FINISH NICKEL TOP, IN FINISHED AREAS, AND SATIN BRONZE CAP el p, z o IN AREAS WHICH ARE NOT FINISHED. CLEANOUTS SHALL BE MANUFACTURED BY C.W.SUPPLY o d 0 cw "WADE"" OR APPROVED EQUAL 4.3. FIXTURES: PLUMBING FIXTURES SHALL BE AS SPECIFIED ON THESE PLANS OR _ ov ON THE ARCHITECTURAL PLANS. ALL FIXTURES SHALL MEET ADA REQUIREMENT HAND SINK '-v_ WHERE APPLICABLE, FIXTURES SHALL BE OF THE HIGHEST QUALITY BY - — —III— —III = PER P2.2 KEY " SEAL - —III—III I—III—III— _ PVC FLOOR SINK NOTE#5 "AMERICAN STANDARD", "KOHLER" OR APPROVED EQUAL. -III—III— —III—III—(III IJEE(FIXTURE SCHED. HAND SINK 4.4. WATER HEATERS: IF NEW WATER HEATER(S) ARE TO BE INSTALLED THEY SHALL —III—III I�II—III—III—III—III—III a �o wq ytic� BE A A SPECIFIED O F AND SHALL BE GA APPROVED IF GAS FIRED AND U L APPROVED IF ELECTRIC.COMMERCIAL GRADE,ELECTR C HEATERS SHALL (III( q STOP VALVE d J ti o m HAVE A 150 PSI WORKING PRESSURE RATING. WATER HEATER INSTALLATION H.W.SUPPLY 23„ s STOP VALVE o MANUALS SHALL BE GIVEN TO THE OWNER. SEE PLUMBING FIXTURE SCHEDULE. 110E .9 H FINISHED FLOOR 3 O q 55.4 0 4.5. GAS PIPING: ALL GAS PIPING SHALL BE SIZED, INSTALLED, TESTED, AND F,eQ EaE LABELED IN ACCORDANCE WITH LOCAL CODE. GAS PIPING SHALL S. SCHEDULE G-ELOOR SINK DETAIL MV-1 HAND SINK DETAILra 40 BLACKIRON OR TYPE-L OR K COPPER WITH BRAZED FITTINGS. BUSHINGSARE PROHIBITED. BELL REDUCERS SHALL BE INSTALLED AT REDUCTION IN PIPESCALE: NONE SCALE: NONE w SIZE. GROUND JOINT UNIONS AND SHUTOFF VALVES SHALL BE INSTALLED AT 3 c ALL GAS APPLICATIONS. FLEXIBLE GAS LINES ARE PROHIBITED ON STATIONARY APPLIANCES AND SHALL ONLY BE INSTALLED ON FULL PORTABLE EQUIPMENT. A �B ISSUE DATE DESCRIPTION RESTRAINT CABLE SHALL BE ATTACHED TO ANY FLEXIBLE CONNECTOR AND THE u c FLOOR SUCH THAT THE FLEXIBLE CONNECTOR CANNOT BE OVER EXTENDED., 09-12-2017 FIRST SUBMITTAL 3 5. EXECUTION: 5.1. ALL PLUMBING FIXTURES, EQUIPMENT AND PIPING SHALL BE INSTALLED PER PROVIDE CEANOUTS IN rrDISCHARGE INTO CENTER LOCAL CODE AND ESTABLISHED INDUSTRY PRACTICES. LOCATE ALL PIPING, AS TURNS/ENDS OF PIPE.USE I HOLE OF GRATE OF WASTE SHOWN ON THE PLANS. DWV FITTINGS IF SIZE /jI RECEPTICALE WITH AIR GAP IS LARGER THAN 1" SUFFICIENT TO REMOVE GRATE m 5.2. COORDINATE WITH ALL OTHER TRADES TO AVOID INTERFERENCE, AND ADHERE SLOPE PIPE AND STRAINER. MINIMUM VENT UP TO ALL SPECIFICATIONS AND MANUFACTURER GUIDELINES. AS MUCH AS OGAP TWO PIPE DIAMETERS IN WALL y o POSSIBLE TOWARD 5.3. RUN ALL DOMESTIC WATER PIPING AS HIGH AS POSSIBLE. INSTALL HANGERS DISCHARGE �� FINISH AND STRAPPING, ALLOWING FOR EXPANSION AND CONTRACTION OF PIPING. DO MAKE CONNECTION FLOOR -t PROJECT INFORMATION BLOCK NOT HANG OR SUPPORT OTHER EQUIPMENT OR PIPING FROM WATER LINES. TO EQUIPMENT SEPARATE HOT AND COLD WATER LINES MINIMUM OF SIX (6) INCHES. INSULATE AS REQUIRED 'w JOB# UNI-22593 ALL PIPING WITH INSULATION WHICH MEETS OR EXCEEDS 25/50 SMOKE/FIRE MAKE PIPE MINIMUM ONE SIZE VERIFY WITH LOCAL - • m DATE: 09-12-2017 RATINGS. LARGER THAN EQUIPMENT CON- CODES IF/WHEN TRAP ° NECTION,MINIMUM 3/4'. USE"M" AND/OR VENT ARE RE- SCALE: AS-NOT$T9 OR"L,HARD COPPER UP TO 1" QUIRED FOR THE LENGTH INSTALL IN-LINE m' DRAWN BY: CAG 5.4. INSTALL SOIL, WASTE AND VENT PIPING WITH MINIMUM SLOPE OF 1/4" PER AND TYPE DWV FOR LARGER OF DRAIN PIPE INSTALLED CUBER BACKFLOW WASTE PIPING ` FOOT IN THE DIRECTION OF FLOW FOR DRAINS AND AGAINST THE FLOW OF ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PREVENTION. SEE PLANS FOR m CHECKED BY: JONATHAHS� VENT GASES. NO FIXTURE SHALL HAVE AN S-TRAP OR BE DOUBLE TRAPPED. PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE MAIN SIZE t c WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. INDIRECT DRAIN OPEN REFER TO LOCAL CODES FOR FURTHER INFORMATION. CONNECT TO CUBER TO ATMOSPHERE AT E m MODEL 6. VALVES: �� UPPER END o- DRAIN OUTLETS AS EQUIPMENT UNDER FLOOR L U OCATE VALVES SO AS TO BE ACCESSIBLE AND SO THAT SEPARATE SUPPORT CAN REQUIRED VENT PIPING - BE PROVIDED WHEN NECESSARY. INSTALL ALL STEMS UPRIGHT. DO NOT INSTALL TYPICAL INDIRECT DRAIN FROM EQUIPMENT. FLOOR RED -d VALVES TO OF DISSIMILAR COMPOSITIONS WITHOUT AN APPROVED DIELECTRIC ALL INDIRECT WASTE DRAIN PIPING SHALL 1/b OR 1/1s SHEEP TITLE TING. TERMINATE WITH A 45° ANGLE CUT, TYPICA� BEND 2 REMOVE ALL BURS AND FILE DOWN FLOOR SINK PROVIDE AIR GAP of TWICE -o 7. TEST AND STERILIZATION: PIPE DIAMETER SHARP EDGES. PROVIDE FLOOR SINK AS SHOWN ON FLOOR PLANS. PLUMBING TEST AND STERILIZE ALL PLUMBING PIPING INCLUDING DRAINS, WASTE VENTS AND PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE.ARRANGEMENT DETAILS WATER PIPING PER LOCAL CODES AND REGULATIONS. SHOWN IS SCHEMATIC.ADJUST AS REQUIRED To SUIT CONDITIONS.VERIFY B CONNECTIONS WITH MANUFACTURER. o c n INDIRECT DRAIN DETAIL n ICENoMACHINE DETAIL n UANDER FLOOR VENT DETAIL a3 SHEET NUMBER SCALL a2 aK P003 o 03 1 (E) LANDSCAPE (E) LANDSCAPE � 1 \ O (E) PARKING EXISTING (E) MECH. YARD U O co COUNT: 4 CONVENIENCE ILL Lo N STORE 00 (E) LANDSCAPE U 0') 73 w (N) ADA O O Q PARKING ® +� 4 COUNT: 4 0 (E) PARKING 4-0 N o COUNT: 10 E CONC. SIDEWALK 0 (6 cO a ( ) AN NATURAL GAS AND PROPANE LLI +� w (PROTECTED BY Q) (E) CANOPY BOLLARD POSTS) o c •� \ — \ z > Ma o \ N �0 s I ° °o O°o° I CLL��6 �° Or �� I 7 � I (E) FUEL PUMPS m ARCHITECT/ENGINEER OF RECORD I Ta y I ° E PARKING E' W o ° °�°° COUNT: 3 m W m Qom (E) AIR/WATER a E y m P W fort _gar 0= o oN 01 cm �z o (E) LANDSCAPE (E) LANDSCAPE V (E) LANDSCAPE ys (E) LANDSCAPE SEAL 3 a O r m p 3� Oq 550 4 0 � f fQ Ea`. 2 (E) LANDSCAPE 3� ISSUE DATE DESCRIPTION 09-12-2017 FIRST SUBMITTAL S3 2313 STATE ROUTE 530 yo -t PROJECT INFORMATION BLOCK o'w JOB# UN-2 DATE:m DATE: 09-12-2017 SCALE: AS-NOTM m' DRAWN BY: CAG CHECKED BY: JONATHA193S v° MODEL N SHEET TITLE cU g`o PLUMBING ® K E Y NOTES SITE w`g PLAN T 0 n 3 SHEET NUMBER 1. EXISTING SANITARY SEWER. n� 2. EXISTING DOMESTIC COLD WATER. a_n Pi 01 ny 3£ u PLUMBING SITE PLAN S06`E D 1 0 3 SHEET NOTES 1. KEYNOTED ITEMS ARE INTENDED TO SHOW THE GENERAL EXTENT OF DEMOLITION. HOWEVER, SOME ITEMS MAY BE COVERED OR OTHERWISE ARE NOT INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING ANY REQUIRED SITE INVESTIGATION PRIOR TO BID. REMOVE ALL ITEMS, WHETHER SHOWN OR NOT,AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING,PATCHING, AND DEMOLITION REQUIRED TO FACILITATE THE PROPER INSTALLATION OF ALL NEW CONSTRUCTION.COORDINATE WITH ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,STRUCTURAL,MECHANICAL, ELECTRICAL,PLUMBING DRAWINGS AND PROVIDE ALL DEMOLITION NECESSARY TO INSTALL NEW WORK. 2. THIS DRAWING HAS BEEN GENERATED BASED ON THE EXISTING RECORD DRAWINGS AND IT IS FOR REFERENCE ONLY.IT IS NOT NECESSARILY INDICATING THE EXACT LAYOUT,SIZES AND DIMENSIONS OF THE EXISTING SYSTEMS. 3. PLUMBING SCOPE OF WORK SHALL COMPLY TO LOCAL JURISDICTION CRITERIA AND DETAILS. -- r 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPING AND FITTINGS FOR A PROPER INSTALL PER MANUFACTUER RECOMMENDATIONS. iIL I I C) ,, IIIIIII U o Lo N — Lo ) rn I I I U ---------- Q O o ° 0 --° - ---�-- -�-�,- �- - - / coN / 4--i -1- C W O U C+. C N Q IIII i �rII / — — m ARCHITECT/ENGINEER OF RECORD o LI 0 AN F- 'lili Q o aim � e - A� mQ0 p—U iz J jF - -IF - � aE W ��-o =_ -3 a� _ E; o - O II FAA, III _v SEAL Q y PT CN A g A' 04 w ,y V� J. N 3 ISSUE DATE DESCRIPTION R3°, 09-12-2017 FIRST SUBMITTAL �3 It Q� 'n'o -t PROJECT INFORMATION BLOCK JOB# UN-2 DATE:m DATE: 09-12-2017 SCALE: AS-NOTM m' DRAWN BY: C4G CHECKED BY: JONATHA193S v° MODEL N SHEET TITLE o DEMO KEY NOTES 6 PLUMBING FLOOR PLAN w.0 0 1. DEMO EXISTING FLOOR SINK AND CAP IN PLACE. n 3 -o SHEET NUMBER 2. DEMO EXISTING LAVATORY AND CAP IN PLACE. n� 3. WATER FILTER TO BE RELOCATED. PROTECT DURING CONSTRUCTION. n Pi 01 Yt PLUMBING DEMOLITION PLAN SCALE 0 0 3 SHEET NOTES 1. KEYNOTED ITEMS ARE INTENDED TO SHOW THE GENERAL EXTENT OF CONSTRUCTION. HOWEVER, SOME ITEMS MAY BE COVERED OR OTHERWISE ARE NOT INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING ANY REQUIRED SITE INVESTIGATION PRIOR TO BID. REMOVE ALL ITEMS, WHETHER SHOWN OR NOT,AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING,PATCHING, AND DEMOLITION REQUIRED TO FACILITATE THE PROPER INSTALLATION OF ALL NEW CONSTRUCTION.COORDINATE WITH ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,STRUCTURAL,MECHANICAL, ELECTRICAL,PLUMBING DRAWINGS AND PROVIDE ALL DEMOLITION NECESSARY TO INSTALL NEW WORK. 2. THIS DRAWING HAS BEEN GENERATED BASED ON THE EXISTING RECORD DRAWINGS AND IT IS FOR REFERENCE ONLY.IT IS NOT NECESSARILY INDICATING THE EXACT LAYOUT,SIZES AND DIMENSIONS OF THE EXISTING SYSTEMS. 3. PLUMBING SCOPE OF WORK SHALL COMPLY TO LOCAL JURISDICTION CRITERIA AND DETAILS. -- 4. PROVIDE MIXING VALVES IN WALL ABOVE EVERY LAVATORY WITH —— ACCESS PANELS FOR MAINTENANCE. 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPING AND FITTINGS O FOR A PROPER INSTALL PER MANUFACTURER RECOMMENDATIONS. UTILITY AREA WALK-IN s. REFER TO PLUMBING SHEET P002 FOR EQUIPMENT SCHEDULE. 1 O COOLER 0•J B LL Lo c N 11 10 9 73 a D < o O Q -- _---_ _ 701.1 �, II ca c O 3" S � y--' IIII J3 �F ,ya�3.1' •.�3co�fi y ii��♦d;��fi��i� aca`om W � vN//L < 7 /) q � L� b M B 5 V/ ) 7AD NISEXII RE ROOM m ARCHITECT/ENGINEER OF RECORD COFFEE B 3 2a W O 2 r e 18 Q o y�o I aW m <� w � ~ =a0 II d y I �W� a I aE Lu N o-a0 I L"A = a r I u w -- CD �z o I I Q �o� II o9 k I I �' SEAL U °J I I BEER CAVE 3 SALES AREA m y J w O N �W7 m E m 2 0 I I K LNJ W1V 3� O q 550 4 0 � f fQ EQ6 2 3 ISSUE DATE DESCRIPTION R3°, 09-12-2017 FIRST SUBMITTAL �3 Q� 'n'o ® ^ ,E a, NOTES —t_ PROJECT INFORMATION BLOCK IVI,(! YI 0 I �\J 10 JOB# UNI-22593 m DATE: 09-12-2017 SCALE: AS-NOTM m' DRAWN BY: CAG 1. POO NEW 3"WASTE TO EXISTING WASTE LINE. FIELD VERIFY SIZE AND a CHECKED BY: JONATHA193S LOCATION. 2. POO NEW 2"WASTE TO EXISTING WASTE LINE. FIELD VERIFY S17E AND Ev° MODEL LOCATION. o 3. POO NEW 2"VENT TO EXISTING VENT ABOVE CEILING. FIELD VERIFY SIZE AND LOCATION. N SHEET TITLE 4. RECONNECT WATER FILTER TO EXISTING CONNECTIONS. cU 5. CONNECT NEW 1/4" FILTERED WATER LINE TO EXISTING FILTERED `= PLUMBING WATER LINE. FIELD VERIFY SIZE AND LOCATION. FLOOR PLAN 6. CONNECT NEW 3/8"FILTERED WATER LINE TO EXISTING FILTERED w WATER LINE. FIELD VERIFY SIZE AND LOCATION. o r U� 7. POO NEW 1/2"DOMESTIC COLD WATER LINE TO EXISTING DOMESTIC n 3 SHEET NUMBER COLD WATER LINE. FIELD VERIFY SIZE AND LOCATION. n� B. POO NEW 1/2"DOMESTIC HOT WATER LINE TO EXISTING DOMESTIC HOT of Pi 01 WATER LINE. FIELD VERIFY SIZE AND LOCATION. y!t PLUMBING CONSTRUCTION PLAN SgALED 03 S PEO M F=I CAYXONS ROOFING (3) ea. ISO Flat Board (49' x 48' x 2° thick) t Outdoor cooler/cooler combo (14) ea. ISO AA Sloped Board (481 x 48', 1J2" to 1' slope) CD foam NSF gasket (1110' joint thickness), Cam-lock layout #4 (3) ea. ISO C Sloped Board (45" x 481, 21 to 2 112' slope) (11) ea. ISO B Sloped Board (48" x 48', 1 112" to 2" slope) $PgCIAL IN37RUCTIONB (11} on. I90 q Sloped Board (481 x 481, 1 tJ2' to 11 slope) Meets 2006 Federal Energy Independence and Security Act Requirements. (20) ea. Fiberboard (48" x N' x 7116' thick) meets 2015 Washington state Energy Code. (1) as. momDrane roofing Min. R value freezer walls and ceilings R-32. (1) ea, Membrane roofing hardware package CN Min. R value freezer floors R-28. IN Min. R value cooler walla and ceilings R-25. STANDARD NOTES Doors 4511 wide x 84' #all or Lass are self-closing. To prevent condensation, a minimum 2' from the walk-in exterior surface is required. Nigh humidity conditions may require force � Standard orating ventilation in addition to clearance. C) WALL PANELS Installation Site floor must be true and level within. 3118" per 10' or additional costs nay be incurred. ♦/1 Construction.: 4' high density :urethane ;/� 5' high density urethane STANDARD ENOTNEERSAIQ MOTES Exterior Finish: 26 ga, stucco galvalume 1 28 ga. Stucco white galvalume Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinf arcing are to be designed by o qualified 1 Interior Finish. 28 ga. stucco galvalume professional engineer based on concrete strength and specific soil condition at the building site. Ceiling Connections: Camlock Foundation and freezer pit to be designed for loads designated on plan and/or in engineering Calculations. Floor connections: Angle screed All foundation dimensions to be field verified. All mechanical unit anchorage and support to be designed by others. CEILING PANELS All connectors or elements in Contact with aluminum to be stainless stool ($TLISTL). Construction: 5 112' wood frame urethane If walk-in ceiling is suspended, existing roof structure to be designed by others for loads induced from new walk-ins where shown on Exterior Finish: 28 ga. stucco galvalume plans and/or in engineering calculations. Interior Finish: 28 ga. stucco galvalume Walk-in is designed far code applied loads. Ceiling Cape: No ceiling trim Design does not include static pressure review. Live Load: 30 psf Components of all doors, windows, and openings to be designed for loads induced by wind, design Dy others, All loads are service loads. DOORS Special Inspection is required per IBC 1704 and 1707 for post installed anchor bolts (for California, follow CSC 17D4 and 1707). [AJ: 38" x 78" overlap model 63 self-closing cooler door ••* LEAF WILL NOT BE RAISED UNLESS SPECIFIED DTHERWISE ••" WARNING - ELIECTRYQAL SEAL Frame: 4° high density urethane, 3-sided After wiring devices, ALL conduits must be sealed to stop Moisture transfer through electrical raceways. $b w1 28 ga. stucco galvalume (ext. & int.) Failure tD seal device per NEC codes WILL VOID WARRANTY.wl 26 ga. stucco galvalume liners 9 9 z Leaf: 40 thick, 3-side lap, standard height FIHVI ST ON$ 20 w1 26 ga. stucco galvalume (ext. a int.) #1: Changed door JG] to Anthony Auto Beer Cave Door,Added Switch and Thermometer to wall panel m O, and Moved Switch and thermmmter, wl Magnetic gasket to interior of Door [A}. (3) Kasen N1248A spring assisted adjustable hinge (1 7/8' offset) (1) Kasen #1229 handle only (1) Kasen 01095 spring action door closer w/ door stop 11) Allegis #320DGH pull handle ZE ZE (1) single pole toggle switch wl pilot light @ int. (1} Digital 2' flush mount dial thermometer @ int. t [B]: 36" x 78' overlap model 63 self-closing cooler door �L *44 LEAF WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE •*' Frame: 5' high density urethane, 3-sided if 26 ga. Stucco white galvalume (ext.) VI 28 ga. stucco galvalume (int.) B�1�pP NSF LABEL U wl 28 ga. Stucco white galvalume liners ""'+ N.B.F. LSI®(FM R) DESIGN CRITERIA- Loaf: 4• thick, 3-side lap, standard height C Iff i.I.F.1�T 1 ML R E.JMM1t6 BASIC DESIGN L640,S: r Vol 2G ga. Stucco white galvalume (ext.) MINIMUM INTERNAL LATERAL LOAD - 5 PSF } �++ F wl 25 ga, stucco galvalume (int.) IOalsr FtraMoar:xa Illk 1 1f 18 hrahft ROOF DL - 5 PSF J Y wl magnetic gasket Dm1aP FMsmr:ss NRIs 1 fi 11 h1aldq ROOF ILL - 30 PSFcc (9) Kitson 01248A spring assisted adjustable hinge (1 7/B' offset} Fre6mare sm 8TUI 1 f1 11 hrol ROOF IL SNOW LOAD = 25 PSF _ (t) Kason #1220 handle only TIE ENIEII 9111'i BIQII AN IMED N MF SUIE1ro II, (1) Kasen R1095 spring action door Closer wl door stop arm 1,MW MYN 1.1i,7, 1ESI11QBil111 IMF.TIRE 11, SEISMIC DESIGN DWTA: Cl) (1) Allegis #3200CH pull handle -a Cl O TNBIE NNI911 MIE MDT Iffr O TN N HIED All IIZIIN SEISMIC PARAMETERS: Q Q F (1) Si pole toggle switch w1 pilot light @ ext: OF ER1ID!IIQSIN OM FM=MLN-m, WINIM�1 Ss - 1.070 g �38 c9 � {1) Digital 2" flush mount dial thermometer �m1N1LTIIR EBI A I11Y.QDD 96DEA Q Q Si = 0.421 g � LC mNnwm. SDs = 0.798 g u� [CI; (1) 04' x 92" Anthony Auto Beer Gave Door (satin silver frame) SDC = D Vlr�y,_ P. [DJ: (4) 30' x 79" CDs FS Legacy Series cooler glass door (black frame} SITE CLASS = 0 +� �' = II i �E+ w/ lights k (7) rows of 27' deep shelvesRI3K CATERBORY(black) IMPORTANCE FACTOR, I = 1.D AMPLIFICATION FACTOR, ap = 1.0 _ [E]: (4) 30' x 79• CM FS Legacy Series cooler glass door (black frame) REBPONSE MODIFICATION FACTOR, Rp = 2.5 w/ lights a (7) rows of 27' deep shelves (black) WINO DESIGN CATEGORY 4. n�� (F}: {3] 3D' x 79' G06 Fs Legacy Series ooaler glass door (black frame) EXPOSURE CATEDORY = C � 4SB21 4y w1 lights & (7) rows of 27" deep shelves (black) ULTIMATE WIND SPEED - 110 MPH �I J L 111JlPLY 1[(C. A HORIZONTAL WIND PRESSURE= 16PSF C2(i)2 x a nYl SPECIAL PANELS VERTICAL WIND PRESSURE _ -1s.4PSF �� CL. �Q 6 C3:02x6mil W1s:Toggle switch w/ pilot light EXP{MS:&1,9/ REVUE DATE By Digital 2' flush mount thermometer wl 12' Capillary 08/11/2017 RGN PARTS I. (6) ea. Kason #1803 vapor proof light fixture A E26 LED lamp - (E26 LED lamp included.) (15) ea. (8' x 1 112') x 96" x 16 ga. smooth galvanizod (w/ Simpson Titer, screws) Combination interior cave baselseismic tie-down @ floor level ( ) ea. x 2^} x x 2B ga. stucco galvalume Interior seismic tie-down fa ceiling level (1 90 NOT BCAIB TM I)R&WNG (1) ea. Digital 2" flush mount thermometer w1 12' capillary (1) ea. Toggle switch w/ pilot light _ SCALE. 3/18'-1-0• (1) ea. Engineering . gay require an additional 3.10 days in design once drawings have been approved. (19) ea. Angle screed �` K` �F ORC y OATS DRAWN: 8na0'7 TAMARAC DATE PRINTED: 9/1N2017 E N 0 1 NI C E R I N O BY, i RCW B'12 8.LA CAM ORJYE,BOISE.IDAHO 83705 GHKD BY: PHOW:708.3 A941 FAT(:205,345 8946 DHw#: 1 T- S4:Iij 22"' FAWl.hAMN04f JjMckgrovs.M BOX: 1 OF 1 F IVAREGISTRATONC603490470 SHEET: 1 OF 4 HIGH END SLOPE°°'"" LOW END Q JII 6updY n MaC CV)/�' I l ` V 22 bf18 47 47 47 47 22 5f16 •,�. 47 7 47 44314 Tc3 �12 C) COOLER I CP C2 C4 CP Q CP I (8)2MB wend Cull crag, I Nml patxn 2 r atepk. I I r o r at 16'Vcshme1w at each ran,bond all VI +wl P t>e a IfL�JE m I w m I (6)24 berm(slot drat trro for mm pnl. 14 � i I— ————— I Nell pdW 2 Z atlea at,G o.c abwered 1311I1 0°� r — o °C a i a top end hhn full length each f 018t tKXld al Sty 356 Y 2476 $p Y 3PL 91 1J26 I `� Ge I m ti tr1 uzv (s>2x8woodCOlhhYl. I I p n W 3 3 4 P-T 112'[91 1 314 Nee Fabem 2 staplae P at Ir do staggered 1 at oaah rat,band an $ CT %V adhhesYe I + ! �Q � I �^ 'a a I P I I ce Ib I I IN I I lfJ rLm f I P i J 3 r CL M < I CL CO rn z P wasE;� � � w c) � � I 1 oil 3056 56P C a,1J2 i 2T,2 I I 43021 I C,z erlYlal SUPPLY INr_ BEER P I o CAVE j I EXPIRES: is !it C13 RU# DATE 'BY 3ei,1/2017 RCM c 1 If I P I r I C14 { q � I I i ris 1 L--------------J � DO NOT SCALE THIS DRATING 9uYdhp Wa1 CEILING PANELS r J`(3RQVE DArEDRAINN: 8/112D17 ■fir DATE PRINTED: 9/,2/2o57 C H 0 1 N E E R l N 0 $12 S.LA CASH OWE,BoisE.IDAH❑ 'D 83706 CCHK BY- HCW HIGH END LOW END PHOW 206-346,041 FAX:2oaw e946 DRW#: 1 T-T9-01223-01 EMAL W. e, raldra"cram Box: 1 of 1 FMM RE0187 MONI#:603490470 SHEET: 2 of 4 r HIGH END SLOPEDOWN LOW END C AA 150LAT ISO C F50 B ISO �-•-A ISO AA 60 ICall ng parry 1 1 1 1 r N I VIX I r — i j f 0 0 0 0 Co 8 ) m �• i CD SPLICE DETAIL IZDI 3 w!#8 x 12'WrHSMS 0 12"o!t typ ea wg i I ! � l &(a)N8 x 112'�apices al ea laD � wa [A1 I w1 ; � I [levsrr�n.l r 16 1 WB wr I we __: L�r" 4 OF 4 FOR COMPONENT LOCATIONS. 3 rnrlal reWrn�M Wolf Patel A E � f LEVATION ELEVATION 3 S 1 CEILING TIE-DOW4 DETAIL. od r�l, Canlock o (wrs) � z 1 -„�,, EXT. Wall pwdINT. v x 1 in tlo-drnm V aw rAw IIkM I'OF,YYIaYIp! .1. ouro�/sr rlo�c� Anglfi Baled � � m reilw�lol�.x uelw.�wq � ctam wear vN U x W'4THSMS @ 3'do irRa wd petrel vr?WOx 3'Thn 3G do I*pow i2UYarw Z �• W P cc r Y (T)SLOPED ROOF CAP Concretetloa(HICI j Finish FloorJQ� p O a�W As�y 2 Q 0 !Y 2 COVE BASE TIE DOWN DETAIL f ver Concrets Flour f ` (NTS) 43821 V1 E Y1.D I1QNAL ti ermalsJ<tJIIIMLY sip f 1 I EXPIRES-511111 8 QI I II • I II I 1rV# DATE EY I OB111/2Or7 RUM I I II I i II I I l ( ] II I E IHI wig I 1n y�l W17 w13 W12 w11 • DO MOT SCAM THIS DRA1f= SEE SHEE7 4 OF 4 FOR COMPONENT LOCATIONS. 3'metal return IK 3"mobil return M 3'metal reUm bet � r BQ LEVATION rUJUVATION 17 SCALE: 1'-T�AMARACK 1 romb I DATE DRAWN: 9/1/2017 DATE PRINTED: 911V2017 E N Q 1 N E E R l N G I I3v: ROW 912 s.u CASM MOVIE,601SE.IDAHO 83705 BY: PHMN 206.345041 FAX:2M.345 8W DRW#: 17-7FS-01223-01 EMAU Cam BOX: 1 OF 1 FM REGISTRATION CBD3490470 SHEET: 3 OF a I �Q fN I N io I r---------- FT--------- I 612 Y 5 V2 � o I I I I I I f I I I I � I w CL COMPONENT LOCATIONS. COMPONENT LOCATIONS. COMPONENT LOCATIONS. `� �JP Jill 5 z = � 5 Sz dg wAsy� a� p EXPff4e$:51, REV f DATE BY i 08/1112017 RCY! i I I DO NOT SCALE TOO DRAWING A—Xm!RN','�w J 1 SCALE: 3/16'-1'-0' T It . rGROIE DATE DRAWN: �„za,� � ❑ATE PRINTED. 911?Ml7 E N O I N it R I N a BY: Rcw 912&LA CASM ORIVE,BOfSE.IDAHO 83705 cHl(o sv: PH&&:20934SM41 FAX,208.345 89" opwa! 17 T9-01223-01 `•brionakhROWwa mm.cm BOX: 1 OF 1 FM REGISMTM#i 603490470 SHEET, 4 OF 4