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W> LUW t< . >. o Coo W �I CD CD C OPERATING A s': f k.4 PERMIT APPLICATION ?_ Department of Community&Economic Development City of Arlington•18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 Part I Applicant/Building Information Applicant's Name: &ZIO-MeY W 5 U Q0')j , Ly A Am S MA 12k5 Applicant's Address: 5ZOo i7 ZH d s4 til- AeU FU470ju WA 75ZZ3 Contact Person: -.6Eol1 Cy S 0 0-0'I( Telephone: 36Q S ZS 65 3 (� Address of Premises for which Operating Permit is requested: [X Same as above ❑Other(specify): Tax Parcel ID#: 310 15 Z 7 00 2 00 20V Current Occupancy Class: NC Part II Type of Operating Permit An Operating Permit is required to conduct any activity or to use any class of building listed below. Please indicate the type(s)of Operating Permit(s)requested by checking each applicable box.(If you require assistance, or would like more information, contact the City of Arlington Building Department at 360-403- 3551.) ❑ Manufacturing, storing or handling hazardous materials in quantities exceeding those listed in the Fire Code (see Appendix A.) Identify the materials and quantities and describe the manner in which the materials will be manufactured, stored or handled(attach additional sheets if necessary): Revised 4/1/08 Page 1 of 4 !� � _ • _ � � I � r _� 1 1 � 1 � n� 1 1 i. 1 y '�i\' _ � � _ 1 � 1 _ � • 1 1 1 i ' � _ Iq ��. :�ti: 1 1 - ' / , 1. ,.1 - . "- . 1 _ 1 1 i. �. _ w �f .'. Part H(cont'd) ❑ Conducting a hazardous process or activity, including, but not limited to, any commercial or industrial operation which produces combustible dust as a byproduct, fruit and crop ripening, waste handling, spray operations, and high-piled storage(see Appendix B.) Describe the process(es)or activity(ies)to be conducted(attach additional sheets if necessary): ILIA ❑ Use of pyrotechnic devices in assembly occupancies (see Appendix C.)Describe the devices to be used and type of event(attach additional sheets if necessary): AM ❑ Aboveground Storage Tank(AST)(see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Permanent tank closure Brief description: AIA ❑ Underground Storage Tank(UST)(see Appendix D) ❑ Removal ❑ Decommissioning ❑ Temporary tank closure ❑ Changes in service ❑ Permanent tank closure Brief description: AIA Temporary Membrane Structures, including tents and canopies(see Appendix E.)Brief description of structure and use: Cc:Fire Department Page 2 of 4 ti � '- � � � � '' � � _ - � - Part II(cont'd) ❑ Special Event Operating Permit-An Operating Permit is required for any special event that takes place within an occupied building, or an outdoor mass gathering,which is outside the scope of the permitted use(see Appendix F.)Brief description of type of gathering proposed: Part III Premises/Building Information 1. Date of last inspection of Premises: ,�Di 2. Has a Certificate of Occupancy been issued for the premises?U1 Yes ❑No Type: © Permanent❑ Temporary Date of Issuance: JR n v lw� G 19 9� 3. Are there currently any open Building Permits associated with the premises? ❑ Yes No If yes, please describe(attach additional sheets if necessary): 4. Additional Comments: SIGNATURE OF APPLICANT I herby rtify that the foregoing information(and all information in attached sheets, if any) is true and complete. S nature of Applicant or Authorized Representatives Signature Date Name and Title(if applicable)of person signing Application(Please print) Cc: Fire Department Page 3 of 4 i ' r • ti Part IV To be completed by the City of Arlington Building Department Inspection Required: ❑ Yes ❑No Inspections Performed: ❑ Yes ❑No Date of Inspection: Tests or Reports required verifying compliance? ❑ Yes ❑No If YES, have Tests or Reports been received? ❑ Yes ❑No Application(s) Approved: ❑ Yes ❑ No Operating Permit Issued by: Date Operating Permit Issued: Date Operating Permit Expires: Type/Description of Operating Permit: Conditions of Operating Permit(list conditions here AND in the space provided in the Operating Permit): Additional Comments: (Attach additional pages if needed) Cc: Fire Department Page 4 of 4 • OPERATING PERMIT APPLICATION Appendix E Temporary Membrane Structures (Tents and Canopies) Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 ■ An Operating Permit is required prior to the erection of any tent or membrane structure used for assembly purposes,having an area in excess of 200 square feet,and canopies in excess of 400 square feet,including,but not limited to,structures associated with a Carnival,Circus,or other Public Amusement ■ A detailed site plan indicating the location,separation,and placement of all structures,and the description and location of the items listed below,must be submitted with the Operating Permit Application. ■ An inspection must be completed prior to occupancy and/or utilization of the temporary membrane structure(s). Required on Site Plan: Fire Department access �] Location of Structures Waste Receptacles 20 feet separation from lot lines,buildings,or other membrane structure Portable toilet facilities Anchorage details Required on Site Plan.Fire and Life Safety: --9 Means of egress Exit signs and emergency lighting Bonding and grounding ❑ Flame propagation performance treatment(NFPA 701) Fire Extinguishers No Smoldng"signs Required on Site Plan. jfApplicable: External power source(generator or hardwired) ■ No extension cords allowed as primary power Heating and cooldng(NEC and IMC) t'❑ LP-Gas(IFGC and NFPA 54) Revised 5/8/2008 N �i • IC I • � • •. r _ *1, s3 n ; I 9 1 LP t9 - ir _ x .. ' i = G7 ri fl' _ eb 51 A�% ►vim �- o - N -� z to w. 2 � �• gJ � � � oti � .tea _�m_L-- � � -.►� T1 �" (� S c7 rl R l L un o N r � �• N (? ~ n 7 n Rierr 67 t r� X cl Y, D V" 77 751 � " S S n 10 l � t -4 = v r L � 44k- 14 PA G� o ,�o c. tj JA Mf3Q --VFW kr cl-I ZL p� �W =a (. � � r - � �.. \\ �' .Z `, 1� - � -- �I . I [min 17833 S9th Ave NE,Suite C OFFICE: (360)403-4900 Arlington,WA 98223 Contractor's License: HCISTSB864DE 5/16" FPAOUTSIDE 1" OF PANEL i 3/16" T I IT " 3/4 1— „ 3- �61• 3 12" 12" / 12" 1/4" 36" HUSKY HI-RIB PANEL Husky Hi-Rib provides a tough durable wall or roof panel that covers 36". It is composed of four major ribs 12" on center and 1 1/4" high.The higher rib provides the extra strength that is needed for longer spans on industrial jobs while creating an attractive, clean appearance. Husky Hi-Rib is available in 26 ga., 24 ga., and 22 ga., in pre-painted, or bare galvanized steel.All galvanized material has a G90 coating(0.90 oz. per square foot) conforming to ASTM A 653-98 SS Grade 50(50 ksi minimum yield strength)or a galvalume coating conforming to ASTM A 792 97a SS grade SOB (50 ksi minimum yield strength). The paint coating on Husky Hi-Rib is available in either a baked-on silicone modified polyester(SMP)finish or a Kynar finish with a twenty-year performance rating. Husky Hi-Rib Specifications:Approved Manufacturers Exterior/Interior Finish: HCl Steel Buildings, LLC - (360)403-4900 0 Topside finish: Arlington,WA 0 Primer(dry)=0.20 to 0.25 mu. 0 Topcoat(dry)=0.7 to 0.9 mu. MATERIALS 0 Reverse side finish: • Panels 0 Primer(dry)=0.15 to 0.25 mu. 0 Base Metal: Steel, ASTM A653-98 SS or ASTM 0 Pigmented polyester backer(dry)=0 35 to 0.45 mu. A792-97a SS 0 Total DFT for system 0 Grade:SO 0 =0.90 to 1.15 mils. 0 Minimum yield strength: 50,000 psi Standard All measurements per NCCA Technical Bulletin thickness:26 ga. 11-4 or ASTM D 1005-84(1990). 0 Optional thickness: 24 Ga. or 22 Ga. Protective coatings: Color as selected from manufacturer's standard color Hot Dip Galvanized G90,or Galvalume AZSO selection. Custom colors available for quantity orders. • Description/ configuration: Ribbed pattern, rib Contact manufacturer for details. spacing 12" o.c. Rib height 1 1/4", nominal panel Flashing: Flashing will typically be the same width 36 inches. Length of panel specified on plans. material type and finish as roof & wall panel. The • Husky Hi-Rib is custom cut to any length. 40-feet temper may be reduced to facilitate forming. lengths are normal and longer lengths may be Minimum thickness to be the same as roof panel. provided if transportation and site handling facilities Do not use lead or copper. permit, Contact manufacturer for additional information. INSTALLATION Husky Hi-Rib steel roofing panels install easily and economically. Manufacturer will provide complete instructions for care of materials and step-by-step installation procedures. I 1 • , 1 _ � �� � 1- I • 1 � 1/� I _ _ 11 ., 1 1 • _ 1 • • 1 � _ � - • .5 - v r 1 ► 1 I� �1 • � - 1( 1 ► • 1 ► • 1 1 � 1 U: • 11 • • r -1 1 �' • r COLOR SELECTION AND PAINT FINISHES FOR HUSKY HI-RIB PANELS 4usky Hi-Rib panels are available in your choice of Standard colors available: Winter White, Malibu White, standard colors. Custom colors are available on Beige, Tahoe Blue, Forest Green, Roman Bronze, and request. Old Towne Gray. Note:Colors subject to change without notice. Color selection should be made from current product samples. STANDARD FINISHES Kynar Optional Finish SMP(SILICONE MODIFIED POLYESTER) PVF 2(POLYVINYLIDENE FLUORIDE) A high quality point system that combines durability and The Husky Hi-Rib's premium paint system, Kynar 500 flexibility, with excellent value. (70%) resins provides the ultimate resistance to color change and chalking. The PVF2 also offers excellent TECHNICAL DATA: resistance to weathering, abrasion, and most chemicals and solvents. 0 Topside finish: Primer(dry)=0.20 tc 0.25 mil. 0 Topcoat(dry)=0.7 to 0.9 mil. TECHNICAL DATA: 0 Reverse side finish: Primer (dry)=0.15 to 0.25 0 Topside finish:Primer(dry)=0.20 to 0.25 mil. mu. Off-white polyester backer (dry)=0.35 to 0 Topcoat(dry)=0.7 to 0.9 mil. 0.45 mil. Total DFT for system =0.90 to 1.15 0 Reverse side finish: Primer(dry)=0.15 to 0.25 mil. mils. 0 Off-white polyester backer(dry)=0.35 to 0.45 mil. 0 All measurements per NCCA Technical Bulletin 0 Total DFT for system = 0.90 to 1.15 mils. All 11-4 or ASTM-D 1005-84(1990) measurements per NCCA Technical Bulletin II or 1. Weatherometer: No checking, blistering or adhesion ASTM D 1005-84(1990) loss of external coating system after 2000 hours of 1. Weatherometer: No checking, blistering or adhesion accelerated weathering testing, per ASTM D 822-89/G loss of coating system after 3000 hours of accelerated 23-93. weathering,per ASTM D 822-23, Method II. 2. Salt Spray:Salt Spray Resistance-Samples diagonally 2. Chalking: No chalking greater than #8 rating per scored and subjected to 5% neutral salt spray per ASTM D 4214, Method A, after a 3000-hour ASTM B 117-90, then taped with cellophane tape: weatherometer test. 1000 hours-no blistering, and no loss of adhesion 3. Fading: Finish coat color change not to exceed 2 NBS greater than 1/8" from score line. Samples taped one units per ASTM 0 2244 test procedure, after 3000- hour after removal from test cabinet. hour weatherometer test. 4. Humidity: No blistering,cracking,peeling,loss of gloss or 3. Humidity resistance: No blistering, cracking, peeling, softening of the finish after 2000 hours of exposure to loss of gloss or softening of the finish after 1000 hours 100 % humidity at 100°F±5F, Per Federal Test Method of exposure to 100% humidity at 100°F±5°F. Federal Standard 141,Method 6201 or ASTM D 2247. Test Method Standard 141,Method 6201 or ASTM S. Salt Spray:Samples diagonally scored and subject to 5% 0 2247-92. neutral salt spray per ASTM B 117, then taped with 4. Abrasion resistance: Scotch#610 cellophane tape: 1000 hours- no blistering, a. The Taber Wear Factor must be 80.0 or less. and no loss of greater than 1/8"from score line.(Sample b. Coating systems shall withstand a minimum of taped 1 hour after removal from test cabinet). 30 liters of falling sand before appearance of 6. Hardness: Minimum pencil hardness, using Eagle base metal per ASTM D-968. Turquoise Pencils per NCCA Technical Bulletin 11-12 S. Formability: Per ASTM D 1145-83 (1990), slight or ASTM 0 3363 is"HB". micro-cracking of finish and no loss of adhesion 7• Formability: Per ASTM D4145 (1990) no loss of when taped with Scotch #610 cellophane tape adhesion when taped with Scotch#610 cellophane tape after being subjected to a 1 T diameter 1800 bend test when subjected to a 2T diameter 1800 bend test on 0.017 G-90 (grade D)galvanized steel or fabricators on 0.017" G-90(grade D)galvanized steel of fabricator's roll-forming operation. (Not to include Zinc roll-forming operation. (Not to include Zinc failures.) Per failures.) Per ASTM 0 522-93, an 1/8' mandrel bend ASTM D 522,an 1/8„mandrel bend may also be used to may also be used to evaluate flexibility, with the evaluate flexibility,with the same results in flexibility and same results in flexibility and adhesion. adhesion. 8. Abrasion resistance: Coating system shall withstand a minimum of 60 liters/mil. of falling sand before appearance of base metal per ASTM D 968. Warranty Warranties regarding chalking,fading, and film integrity for Husky Hi-Rib finishes are available depending upon paint type. Warranty terms, however, can be affected by factors such as environment and particular product application.Specific warranty information should be obtained from HCl Steel Buildings, LLC. I �1 �• 1 ` ■ .. h 1 _ II _ 1 1, ► � �r 1 � 1 �_ 1 -n � '�: 1 _ . �1 �I 1 1 'A 1 1 � � 11 1 L 1 � • ► _ 1 _ 1 • 1 _ . � • � _ • 1 _ 1 x _ I 1• - _ 1 � _ ► 1 1 1 _ _ � 1 . I �Lrl _ 1 1 ► � 7' 1 _ _ - 1 • � ii Z - 1 'J 1 • _ t2 1 1 . 7 1 .. 1� 1 1 ' _ 1 • • * . � 1 � T '. II � 1,�11 •1,�,1 r I l� r c' 0 Panel Coverage: 36" Rib Height: 1-1/4" Rib Features:Trapezoidal rib on 12" centers Standard Gauge(s): 26 ga.29 ga. Optional Gauge(s): 22 ga. PBR panels are versatile panels.They are used in a wide variety of applications and are suited for open framing support conditions, as well as a solid substrate. Available Substrate(s): Open FramingSolid Substrate Fastener(s): Exposed Fastened Standard Finish(es): PVDF (Kynar 5008)MS Colorfast45®Acrylic Coated Galvalume® Minimum Slope Requirement: 1:12 Dumx° ft- —now 3 -- wnn.wn► � e Y I Zoning 4 =SR=Suburban Residential RLMD=Low to Moderate Density Residential ctin+r.� •,RMD=Moderate Density Residential nee" _ '—'RHD=High Density Residential OTRD=Old Town Residential District N �.�Y y� �_~v _ r_ _ e _,._-_ NC=Neighborhood Commercial .t OTBD-1=Old Town Business District 1 rPN -- S� E- OTBD-2=Old Town Business District 2 ron_-- `(,' OTBD-3=Old Town Business District 3 i' lu _ •�C IM GC=General Commercial �� • a 1 " * \�_ -� I [ HC=Highway Commercial a` M J orn_x i j .t i- M BP=Business Park LI=Light Industrial t - x � GI=General Industrial -• r• ®PISP=Public/Semi-Public ri IWO 1 f _ Fp ®MS=Medical Services AF=Aviation Flightline rK ar.c°uxa ti• �ic ww°w e wl.,,°ff° CRY Gqk s 1 , • �— City of Arlington Zoning Map u Mrx 1 inch=2,531 feet \ flk WR: Zoning_11x1713.mxd 091292013 a iA Snohomish County Online Property Information http://gis.snoco.org/servlet/com.esri.esrimap.Esrimap?ServiceName=... 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OW•"% , Legend „" Street Names -.,� Y'►.�,. - .��►� Gies - ..�-`� -'•^1� 1 � �-�t� Uesnoarpt�tlCaeey City of Arlingtar1% c1lr lr. a _ I#, _ Tax Parcels tl r �^r Rural lines 0. - '► Township/Range Grid - r Section Grid y' ■ Airports s 2012 Aerial Photo n,r X - Z N ila r (Disclaimer: All maps,data,and information set forth herein("Data"),are for illustrative purposes only and are not to be considered an official citation to,or representation of,the Snohomish County Code.Amendments and updates to the Data,together with other applicable County Code provisions,may apply which are not depicted herein.Snohomish County makes no representation or warranty concerning the content, accuracy,currency,completeness or quality of the Data contained herein and expressly disclaims any warranty of merchantability or fitness for any particular purpose.All persons accessing or otherwise using this Data assume all responsibility for use thereof and agree to hold Snohomish County harmless from and against any damages,loss,claim or liability arising out of any error,defect or omission contained within said Data.Washington State Law,Ch.42.56 RCW,prohibits state and local agencies from providing access to lists of individuals intended for use for commercial purposes and,thus,no commercial use may be made of any Data comprising lists of individuals contained herein. 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OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT _ Address:5200 172nd Street NE Permit#:1295 Parcel#.31052700200204 Valuation 2033.98 OWNER APPLICANT CONTRACTOR Name NEW NEWS NET LI C Name:SignMarl,LLC Name:Signmarf USA Address: 15405 SI:37th Si Ste 100 AddressA 515 Freeway Drive,Ste A Address: 1513 Freeway Dr,Ste A City,State Zip:BELL VUE,WA 98006 City,State Lip:,`9ounl Vemon.WA 98273 City,State Zip:Mount Vernon.WA 99233 Phone Phorw160.420-0893 Phone:360 428-4895 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name Name: Address: Address: City,State,Zip: City:State,Zip Phone: Phone: L[C#: EXP LIC#: FXP JOB DESCRIPTION PERI0IT TYPE Sign CODE YEAR 2015 STORIES. I CONST.'TYPE: DWELLING UNITS OCC GRO(;P: BUILDINGS 1 OC'C LOAD PERMIT APPROVAL I AGRh:E TO COMIlLY WI'I"I1('1"I'Y AND STATI LAWS REGULA I'1NG(:NN1IRt:f'1'ION AND IN DOING I I IF WORK AUTHORIZED THEREBY,NO PERSON WILT BF i fv1Pl ON rD IN VIOLATION OF FHE LABOR CODE OF THE STA 11i OF WASIIINGTON RELATING TO WORKMLN'S COMPENSATION INSURANCE AND RCW 18.27 THIS APPLICA I'I(ON IS N(yr A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND AU FEES ARE PAID I F IS UNLAWFUL 7O USE OR OCCUPY A BUILDING OR STRCCT[iRF UNT11.A FINAL INSPECTION HAS BF EN MADY AND APPROVAL OR A CEIZTIFICATL Or OC CUP.ANCY'HAS BEEN GRANTED IBCI POARCI l0 SA U.S IA X NUTI(Me Sales lax relating to construction and construction malerials in the City ofAdI m rt on your sales tax return Eosin ctxted it o(ntli ton#3 OI f Signature Print Name Date a> y Date CONDITIONS Adhere to approved plans. Washington State Department of Labor and Industries inspection is required to be approved for all electrical work prior to final inspection. TI IIS PERMIT AUTTIORIZS ONLY THE.WORK NOTED THIS PHRMIT COVERS WORK TO BE DONE ON PRI VA'!E PROPER fY ONLY ANY CONSTRUCTK)N ON rHE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRI VP WAYS.MARQUEES,ETC,)WILL REQUIRE SEPARATE PERMISSION PERMIT FEES Date Description Fee Amount 1/24/2017 Processingfreohnology Fee $25.00 1/2 412 0 1 7 Sign Permit Fee $95 30 Total Due; 5120.30 Total Payment: $120,30 Balance Due: SO.00 CALL FOR INSPECTIONS Bt ILDING(360)403-3417 When ealliae for an inspection please leave the 1'ollos%inR information: Permit Number,'Type of Inspection being requested,and whether you prefer morning or afternoon i " CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 a, r PHONE; (360)403-3551 BUILDING PERMIT Address:5200 172nd Street NE Permit#:1295 Parcel#:31052700200204 Valuation:2033.88 OWNER APPLICANT CONTRACTOR Name:NEW NEWS NET LLC Name:SignMart,LLC Name:Signmart USA Address: 15405 SE 37th St Ste 100 Address:1515 Freeway Drive,Ste A Address: 1515 Freeway Dr,Ste A City,State Zip:BELLVUE,WA 98006 City,State Zip:Mount Vernon,WA 98273 City,State Zip:Mount Vernon,WA 98233 Phone: Phone:360-420-0883 Phone:360-428-4895 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: 4— 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/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City ofArlingto to ort on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date as y Date CONDITIONS Adhere to approved plans. Washington State Department of Labor and Industries inspection is required to be approved for all electrical work prior to final inspection. 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 1/24/2017 Processing/Technology Fee $25.00 1/24/2017 Sign Permit Fee $95.30 Total Due: $120.30 Total Payment: $120.30 Balance Due: $0.00 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 Permit Information Date 1/18/2017 Permit Number 1295 Project Name First Class Coffee Applicant Name SignMart,LLC Applicant Address 1515 Freeway Drive,Ste A City, State,Zip Mount Vernon,WA 98273 Contact Curtis Tveit Phone 360-420-0883 Email info@signmartusa.com Permit Type Sign Site Address 5200 172nd Street NE Valuation 2033.88 Status Ready to Issue Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Replace drive up espresso sign Assigned To Kristin Foster Property Information Owner Information Parcel#:31052700200204 NEW NEWS NET LLC NEW NEWS NET LLC 15405 SE 37th St Ste 100 5200 172ND ST NE BELLVUE,WA 98006 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Si nmart USA Dan Townsend :360-428-4895 Jan@signmartusa.com [CONTRACTOR IlLabor&Industries ISIGNMLL956BJ Fees Fee Description Notes Amount Processing/Technology Fee 341.43.00.021 $25.0 Sign Permit Fee 322.10.00.001 $95.3 Total S120.3 Notes Date Note 1/18/2017 Emailed for plans. Uploaded Files Upload File Date File Uploaded B 1/24/2017 10 1R 411 AM 199E First Class Cnffe Plans df IFoster, Kristin 1/18/2017 3:50:14 PM 11295 First Class Coffee Application pdf Foster,Kristin ' SIGN 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 COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 5200 172nd ST NE, Bldg F, Arlington, WA Project Address: Parcel ID#: Lot#: Subdivision Valuation: $2033.88 Owner: First Class Coffee Phone Number:425-343-2272 Address: 5200 172nd ST NE, Bldg. F Arlington WA 98223 City: State: Zip Code: Contractor:SignMart Phone Number: 360-428-4895 Cell Phone: 360-420-0883 E-mail: info@signmartusa.com Address: 1515 Freeway Drive City:Mt. Vernon State: WA Zip Code: 98273 Contractor's License Number: CC SIGNML 92913 Expiration: 5-23-2018 - WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 12 ft. Wall Length: 12' Street Setback: Area of Wall: 144 sq. ft. Height of Proposed Sign: Sign Length:81 Sign Height: 1 ft. 2 inch Width of Proposed Sign: Total Sign Area: 9.6 sq. ft. Total Sign Print Area: Total Sign Structure Area: First Floor Square Feet 3750 First Floor Square Feet X .025= 93.75 Is there other wall signage on the building? No Yes ✓ If yes, provide location and size of each sign. 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PjL11 i.V IFJCA 'E PHASE I: BLDG.B.tC SIDEWALK CUPRp SMoWN FoM1 PPSo,1�-T CLARITY ONLY, 51�N w In Dro rea -construction to Mart March 1997 Current Building Permit I1 INTEI~NATIo1JAL ExISTINrt VE[�IEThT1oW 7o REMAIrJ To Lx15TINl,I EPGIE ,.Ii w �Ir t, ppV pSpv'ItDE°pUMPY•TYPE OF PAVEMENT IF RoAP f{6MAIW5 THE SAME. FSCF�R pE��lrl'JlE WA�NIF!(� PHASE II: BULDINGD&E rlgFERCIVIL PlaNQ1Qe-15 F AA o>~ RD FROIJTAaIE I �1.1IlFAG-E I'.-1' Rh)•�1 P Construction estimated June 1997 Future Building Permit i I M PFSoV E M E W T5, WHEW C-,C`.15TRUc-TED 172ND ST. N.E. (SR-531) V -�'^' ••" IF7NE of THE Slr>eWAI.K PHASE III: BUILDING A & F eouem(IWro) AT THE TbP of THF- RAMP I No construction scheduled to date Future Building Permit IRNFPI+'bTslkRK■ ! 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Lr-�CSGAPE r.-aFF6iL .. .�III ' r F.M. - C ;i'61IT_ O•� R IWCA FEWGE Iiiiilr3ri�c'F TA H ova: 5 cirr oe AwIYL7gW- ]iOAL.0LSI14IP7�01" :AT Soo Co THAT PMTIOH OF TY.r HHMTH HALT. or if'NORTH HALF, OF THE f wO„ SITE: � � sago 1,m Y.•3 - NORTHWEST QUARTER, 7F TEE WEAST, S ' HGAZA or at TOM 27„ KJ w,LLx�t„ Yw AS FOLLOWS, SI N0117N .ANGL S WT. M.n. MORE,PMTICVLAALT 1'EECTl2'ED �AI�IL`"GTO rj - O 9eALE j(f Q Iac�av vx.ln: sazlos-oas-oo yrha AS eOLLONE' p AW "'�'ul '" COMMENCING AT Tn :Mar"weET CORNER of THE NORTH HALT, Or THE Q • - f R ••��' / NORTH HALF, Or TH ioRTNNUT,QoARTER, or TNT NORTHWEST QUARTER Or �• •. ~� Yw.• - loft o•C SAID SECTION 27! 'HENCE E 2.14. 13' E ALONG THE MEET LINE Or 7 ♦ Cow. •� j + +'^"•*� - cn sTm,crxow r rb ,40*4Y eewxn�W VM�Y ie%DESYAARRALLLEION L W17H 1:Io1e3.00 FEET SOUTH OFLTHETRO fl LINE'or2• e 0 • e PANS ..,• l ,. R:, occuerwcY me ems" ;` SAID SECTION A.:,ISTAHCE Or FEET TO A POINT ON T1tL a . a uzoY YLe ewWLSarA o0 4 r. EASTERLY MM IN OF S1ST AVENOC N.E. AND THE POINT Or WGINNINGH • YN•.++ � • BUILDI ' ASQ•D '� 'Q°tn'�NE) .Y fi, «p.1.100 SP. AL Y 1LoaA¢f1411MT[ox looe rxeMFlMe y.vaa•.•. THENCE,CONTINUE E e'D-12'-a*-E PARALLEL WITH AND 05.00 FEET �{ ' I - 9 STORE- wcru won Rt•ul a o,n=.F. SOUTH OF THE NORTF•. LINE OF SAID SECTION 27 FOR A D13TANCE Or ���aaattt •, w F w f . l �-�" (E) O-5••,•st/+ 34 C C +"' +' 650.03 FEET? THENCE S 20 14' 13•E PARALLEL WITH AND 6a0.00 FEET Z :_ A 309 ..�Nuut"c newl>rarwr; • • ,A,M1 *'- :"AL R60UIRM - l'i EAST OF THC NEST LINE OF SECTION.7 TOR R DISTROM OIL 249.`0 MET � O ( {P) 9ITA1!L 17 I1 ' Mo L I-IM. zl TO THE SOUTH LINE OF THE NORTH%AL?. OF THE NORTH HALF, Or THE O Q I S l TE I 19)'RESTAURANT 64 E HET`A.gAi[OFEL 0,1#4 21,164 BY. }JWowCAPiNO 60.aa B.Y./eYw;L NORTHWEST QUMTGI OF THE WORT EST OU/U:TER Or SAID SECTION 27; 1'• U' I w ♦ S ! 19) HOTXL/RETAIL 14 F PXrAIL -,1,075 ,;-,•� THENCE S 070 14' So' N ALONG THE SOUTH LINE OF THE NORTH w.Lr Or I" (y Z\' N .E •� t:" : - - - ,w.en.mxry THE NORTH HALF Or Y•1E NORTHWEST OUTATER OF THE NORTHWEST QUARTER C1 p:j TOTAL 149 5U8`I'OTAL$ 23,9'0&F. 21,164 S.P. 17,2pt$.F.•• le.w Rroas loaxr 4a4t Or 5\ID 9.'CTI ON 27 t'tM A DISTANCE Or 6S'1.0) FELT YJ A POINT]0.00 1Ir n"LlxcroY.We 9•II2l FELT EAS] Oe THIS;•LS^LINE Ur.SAID SECTION 271 THENCE N 2° 14' \Q '. if 6 • TOTAL PROVIDED 162 ,•- M \ o.nn Y ' T • �1LITi.Lla'1•tiSF: 13'W PARALLEL WITH MO]0,00 FEET EAST Or THE WEST LIME or 'A �S g • 1 SURPLUS 13 •r0'fAL: 36,333 S.F. SECTION 27 FOR 1 DISTM'CE OF+249.32 FEET TO TY.E MIM OF �I•�� • • sxgpAl9N CWYTY NP. BLGINN'MC. (] • YAYRR: c1YY OF AM.INf:TC• sewCn. 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D E M oq 14e--ro,l_ u4qT ` K i ppc'NIT ej-ht ,f -PIT - " �A - T,v, {�olzl�F �- Cc 0 it I rz— q�p�p IL'dGli Acfi — F�� �PlV •�G}A � Tom•—�"----�^ �It�Tn5ta�WN NT�'��-�f�•h s , a GNT- NctWs Crrr�� 14 fj' A ►�E�1 MAL �....__ W E9'� ELEVATION' C�1 �CIL S, NS S TOP, ALR REDj TSD e CA ' �1J,Y/ f�JJC GLLiC -f o. y OL 1Jf (I.1 ► Tom' �� a 4 �. - 1 � 4 �— _ 4� ��DM�M G"i`i'���u+' �..►�Nc� �41/tt•�,y.i--Gitrf�:+ul� - 10 I- mx / s 0 0 -: - ICI x a a &' a w as z a a e F w z SHEET � 4 ghZ�wNgl l► 5t/4xq�/1 Wl� S'G4z�i`/2LvL -7 __ ��� I1�1'b wL.— �i�Fnlawt, 14 C > "'�D1D1DIIh _ad i Q J 4 x III 31 �u b�rfr i.SIomS mi 1 Ll l ism i I i oewus �u -.Two Gnv) �twLt�"sE+YiwFwywrK+-GtYP•� AT 172nd ST. RLINGTON �0K 8 pF2 -- JA i -- - J WA. GG� L N C S J M1N E 11 I ec.N^lf" fPA,es �• cMf��MIN !se � ' 19A1R 1AIE111111tAttMgKli i I f$ItW1/ftNHWIE --R........`..L:..:._..5. C•N E .D..u..� SAMW+NIu 0 F�ooA:Lu+iT .a ... .wwr...........:....wwN...r....................w�eww...........w.wa ...... rra11 plywom=1 sin stud grade wert.straps of °downs �?6F W/fl- 5 NOAfI. oy ♦ ____ylywod___ _____edge Mllie.--�-_'______6 widt ____ .tea_-N ADS Y bot.Mall -- . 91PAR J N` GANfI.FlKp i$111 ONE SINE BD.B 1. OR DF STUD6 Ntl STRAPS OR HOLO1 REQUIRED ► { ' . Y 1/2 CHF$TR-2 BLOCK HOR37..TA9fee}+.� 1.5' WIDE. Y"YN ~� B pLyyDp�' USE Sd.B 12' F 11AD,ANs SPAC 46 NOTES BELOW - f _+ ______-____ ___ ,w' yi1ONNE,PWwddD JQIILT SH7 ONE 5jDE 8d.3 3" 0 PAIEI �NLi HF OR OF STUDS Np STRAPS OR HOLDD :REOUIRED I { ► M'S" ' FRAMING .- i N ; 1W2 471{STR 2 BLOCN HORIZ JO fs 1.5" WIDE Y 43 PLY USE Bd. N f.ilElD NAY.ABs_SPAC_43-- Ib1ES_BELOW _Yti1 PL ( / �tiGb�SNT S I --- --- 3H1 ONE SIDE BdA 1` S P��1, OF OR DF STUDS E THD14> HLDN.f .yER PLAN , HN] 3/2 CDI3 6TR 2 BLOCK HOR 12�D 1.5' WIDE 121N3 BENT $BELOW f111Nl. To ' a.t.NAINN(eORAK1AA• -- ----- --------- USE Sd. 0 D I ABs SPAC 3�, ES BELOY _ I PLANS �fNNDWIW dPiW3NK -- ----------WVA" ------. --- - ---- __. ---- , M '/^-'Y'�— \^' t AND NM lieaS SHEARWALI-__--CITES s-----�-- "-_ - ------------ ------ I. It I . y I$s NSAP.WAU.1spN6P5, 1.) SHEARYIALLS ARE DE6IGHATED ON f STORY BELOW mow:.DASHED LINE TO WALL. j NIy1pW JMA{1'�61.8D" 2.1 SCHEDULED lN6ARWALL CONSTRUCTa TED ON PLA 'SDUARE WIT NITHIN. DETAILS TTON EYE ARE DE DIY A CI 'A PLUS. r—TWb&FouNb. �Aw�N wJ 1MW/•NAriUMIM J.) HOLDDOWi$ CTIHG DO - - Am tApooffle --A0.G, 4J ADD 12)NS eq. BT TOP w/2H'- WHERE DTRAP IS 4EY CONC. y,1 <S> DEST REFERS TO "6 PRODUCTS` /415)SA2-7 06UE. �� I li i h i L�7 NO'r !}-PtI-E . (t) 1F Hew PewNS Uti,C uFMEP- - 6.I OSD MY TITUTED FOR TICAL YALit •-.ITCHED ROOF 6 7.I D2i BE E6 MAY BE SU NA IRS NG FASTE By 2/3 �`V.Vt{L�' I B 1 OVERDRI LES OR NAILS ORANATIC PILL BE - -iY�'fGA� �� ' '' •' `�s••� ���I�� 10.1 U6E OEE 5F CATIONS ADS ATEDDOOR WI �Y3TH OVERS � NA6HEfl6 AT SE' pd NOT �caLs - I1 J AT TIMESA' L. BRACKE7AJ$ OfP NOLDDIMNI: E�PLANSPER IN BETWEEN. . +Mi+c JdHc Sl M In�I U•aR oA 02LM GINTAUTAS ---- - T E. I A D E S I G _C R I _ =xxx:=:==x•x::_x=:•:x,:_=.:•. :xxxx x x_xx.xxx:,xxxx 1. GOVERNING CODE: •1994 UNIFORM BUILDING CODE N A 1 I S I o I I� 1i �. �� ��, (. �Fh(ZII1 S Irl � t 2. SEISMIC DESIGN: TOTAL LATERAL FORCE PER UBC FORM.Il2-11. V• (Z1C/RM)Y - 3 ?+o'F� I C I/✓ I STORY SHEAR DISTRIBUTION PER UBC ES FL XIBLE S/L .(L �j[p s 6f{-T• 52- I SHEAR D15TRIB TO 9HEARWALLS ASSUMES FLEE%ISLE DIAPHRAGM 3. Goal LOADS: UNLESS INDICATED TO -dit-1V value- -descrip- I =1 �-- _ I I 60 PSF FLOORLLVI LOAD OAD- -- BO MPH WIIND SPEEDRING CAPACITY 35 PSF ROOF BE LOAD @ MECH WELL C FLAT/OPEN MIND E%POSURE 1 5 PSF TYP. ROOF DEAD LOAD 3 SEISMIC ZONE • • I ANSARD Ci I I ---=25=PSF--ROOF xDEAD=LOAD @=...==... =.=== .. =.==L ===__.. . asst Sltl 1YlYYE YOpMFaR (F) F O U IA D AT I O hl S YARD WAVAN610M INHA I \ 2. PLACE ALL BUILDINGFOOTINGS ON FIRM UNDISTURBED HATIUE SOIL AT•LEASTz10" TOIY►MOW&L. IMWpf"/na I 3 I I BELOW FINISHED GRADE. DD NOT PLACE FOOTINGS ON E%ISTING FILL SOILS. GFOTECHNICAL ENGINEER WILL CONFIRM THAT ALL FOOTINGS ARE LOCATED ON NDV "#' • I COMPETENT BEARING SOIL. 3. SLAB-OH-GRADE WILL REST ON NATIVE BEARING SOIL OR STRUCTURAL FILL UNDER vl, dL�p 4WGK SUPERVISION OF GEOTECHNICAL ENGINEER. __. Awls(. ,hII4IJ, x=xx,x=x==_x_=x==_xx__xx=...=. ' I 1 Cpr'f1aLL i,folN"(5 C7YC•), I <C) COI"ICRETE =====___=_=_xx======__=.==.•..... 7 -__ •.- :-_- --_--- MINIMUM_MATERIAL STRENGTHS: _ ___________________ ___--- value de scrip location 40 KSI OR 40 DEFORMED REINf. BARS ALL BE111FORCING 3. CONCRETE PROPORTIONS: po.�,,4oiYTyssO I G d I MIN. SACKS OF_-__DEED- GALS. WATER PER MAX.DEEP - DEED-SEED-DEED-- NALGO �72 STRENGTH CEMENT/CAI OF CON-SACK DF CEMENT SLUMP -F'0DEED -sac it,------DEED- -e3X gals-DEED--- -sluep-- -location------CONC PSI 5 6 3/4 4" C.LP. CONCRETE 4. CONCRETE COVER: cover__ _location______------------------------------------------------- A 3/4" SLBS, WALLS 6 JOISTS WITH NO EXPOSURE TO EARTH GR WEATHER I_1/2" WALLS EXPOSED TO EARTH OR WEATHER_______ _ ___ __EARTH_ DEEP - 1 FOOTINGS/FOURD TO AGAINST 6 PERMANENTLY EXPOSED TO EARTH 5. MINIMUM TYPICAL CONCRETE WALL REINFORCING WILL BE AS FOLLOWS: A WALL REINFORCING - REINFORCING -__USUAL LOCATION --__--- R E V I S 10 N S - thick-- -horii----------- - ert- -location--------- 6" Y4 @ 12" Y4 @ 10 CENTER OF WALL v / v>^ B" YS @ IS" Y5 @ KE CENTER IR WALL Y YI[ Ifif{IIIUY^^^ 7. COHC SLAB-ON-GRADE WILL NAVE WEAKENED PLRNE OR CONTTR JOINTS Y 20 FT MAX. W/2 �� .... - TYPICAL MINIMUM SLAB-ON-GRADE WILL BE, thick-- -reinf-----DEED-- -loca li on---------DEED-------------- 4" Y3 B 18 EA WAY CENTER OF SLAB USING l2" LAP 8. DOWELS WILL MATCH THE SIZE AND SPACING OF THE BARS WITH WHICH THEY ARE ____ DEED-- ---'------- RE1NFOflCING BAR SPLICES 6 EMBEDMMENT LENGTHS: - _ 9 REO'D LAP LENGTHS: YS->12' Y4- 10 YS->2 ,Y6->30" ,Y7->36" Y8->40" ALL CONCRETE WILL RiATN Ail ACCEPTABLE PATER-REDUCING ADMI%TURD ADDEDIN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. IN ADDITION, CONCRETE WALKS AND PAVEMENTS WILL CONTAIN pN ACCEPTABLE AD11s%TUfE=CAPAYLE=Of •I I PRODUCING 4Y TO 6:ENTRp1NE8 p1R. 11. PROVIDE 314 CHAMFERS AT&L EXPOSED CONCRETE EDGES. 12. PROVIDE CONT(21M4 TOP i CONTf2)YS BOT O TYPICAL FOUNDATION PALLS.----_--_ - ELSEWHERE UBE SCHEDULED TYPIf:AL Wpll REINFORCING. - (L) DIMENSIOLI LUMBER •�-____ _-_ 1. MINIMUM LUMBER GRADES, IMLESS INDICATED OTHERWISE ON DRAWINGS: - __ - , -locaton--------- -qq rade----DEED--- -des values --- -------- JOISTS DOUG.FIR B2 Fb=B75psi F 95psi _ BEAMS(4"n0•) DOUG.F IR B1 Fh=I15D0 i F - 95psi BEAMS(6"nu) DOUG.FIR Y1 Fb=l350psi Fv- 95pst POSTS DOUG.FIR Bf Fh•1200psi Fc=3000psi parallel STUDS MEM-FIR STUD Fha 175psi Fc= B00psi aralleI 2. ALL WOOD IN CONTACT WITH CONCRETE DR EXPOSED TO WEATHER AN B WITHOUT A SPECIFIED COATING SYSTEM W[LL BE PRESSWRE TREATED WITH PRESERVATIVE. _s lnd-__ _use_____________ _location LP-2 AWPB DECAY PREVENTION ON CONE Olt < 18" FROM EARTH I LP_22 AWPB DECAY PREVENTION PERMIT TACT W/EARTH TERMITE HAZARD HUI�La-vN fJ.<„ 3. USE ONLY SEASONED MEINERS WITH A.MOISTURE CONTENT AT OR BELOW 202. RE Df NQT"� ICYfS/5 DfG1" (SDI S - K i EL BRACING BY , ��,N+TwTScNo. 5tr. S1 --DEED-- - _ 4 AT MAIN HORI20NTAL IIEII IERS PROVIDE SOLID BLOC !MG OR STE ENTERLSE f 5. PROVIDEO60L 1D BLOCXINGTATCJOISTBEARIMG WALL LOCATIONS. DEED-_ - - 6 HEADERS 6 BEAM5 SPANNING 6FT.OR LE59 WILL BE (2)Z !2 6 BE SUPPORTED (2)GRHT.STi1D5. SS INDICAiEBOTNERWISE. 7. HA'II,MULTIPLE STCD HEADERS [[ODETHER. USE 16d@12" STAGGERED. 0. E%TEND ALL LOAD REARING P09T5 DOWNCONTINUPUSLY TO FOUNDAT IONS/FOOTINGS. WHEN:FLOORS INTERRUPT CONIINUITY�AOD�SOLIa..LOCKING&=METAL CONNECTORS_ MS.. AND SEA. WALLS ( S • •.I 1+' 1• PLANSLBYOAD DASHER•LINESADJACEIN �'TO OORSYALLI, WILLNBERBLOCKEDAAND HAILEDE IFON a� NOT FASTENED TO A FRAMING MEMBER. / I I 2. STAGGER PLYWOOD SHEET LAYOUT. 3.. PLY WOOD-DIAPMflAGM MEMBERS° PANE____ INTER___ _____ ____________ V HOM. PLY. SPAN EDGES INTERMED.01HER _ LOCATION THICK. GRADE RATING EDGES SUPPORTS REMARKS --nail-- --nail-- - ". 6,10 BLOCKED SL RROOF 1/8" LpR%2 32/16 BAib' 8dV6" BLOCKED EDGES EDGES RETAIL I PALL 3/2" CDRX2 32/16 SLEEKS Bd@6" BLOCKED EDGES �: _oolu 'swrs�ti'IS`T�FPKss" N..,cI>-Y� I ------- DEED-- - -DEED-- --DEED--- DEED-- -------- --EDGE-------DEED-- BUILDING �+ • 1 4. USB MOD'OD@BE SUBSTITUTED FOR ESTRk 2 PLLYYWOODSImDSLOP ING ROOF EDGE4•WALLS ONLY. VEN 5• AT I -__ _ SPACING. • - fastener--- - ACING OF µAIL ______ MING TO Y BE . SUBSTITUTED SCNEivDstapl/SUS UTEDLFORRI INGSTAPLCS-THEOFOLLOWINGCDECREASE IN SP p� Ip 02l @ 2 SPACING OF HALL 02l V 3 ARLINGTON ___--- SEED ___ __ _ GS _ _ --- - __ __ __- ` MISC.E1. LANEOUS (WT) MANUFACTURED =W OOD .TRUSSES _ _ f(t�IN = 1 •xTRU55 MFR.R. WILL DESIGN 6 FABRICATE TRUSSES IN CONFORMANCE WITH TPi=6 <� c��, r FOP-has 1. CONTRACTOR WILL ULR IfY ALL DIMENSIONS iN THE FIELD AhID NOTIFY A/E ND S DESIGN METHODOLOGY AND STANDMDS. ACCEPTABLE MANUFACTURERS INCLUBE: PL/9J�rl. REGARDING DISCRCPANCIES PRIOR TO BEG IFIN[FIG CONSTRUCTION. ()MET TRUSS INC. 1206)481-4101 / pl (��c{1GG 2. CONTRACTOR ACCEPTS SOLE RESPONSIBILITY FOR JOBSITE SAFETY. TACORA TpUS9 SYSTEMS (206)622-7199 /�•'�"(� rr IV N r �,yyyW:ty a" P 'y/-T)�P• CONTRACTOR WILL PROVIDE RDEOUATE BRACING. SHORING, AND PROTECTION OF LIFE 2 WOOD TRI155E5 PILL BE CONSTRUCTED(IF STRESS RATED DIMENSION LUMBER AND (/c•� l I I`.J.� f'L� - ram^'-•'/ � '�~ NS SAFETY OF EMPLOYEES AND ALL OTHERS WHO VENTURE ON THE JOBS[TE. ,D• b.J�•L-L - INDICATED ROOF AIID FLOOR LOADS. GLLYPLLBIRSOY LLCRRERE 1) 3. CONTRACTOR WILL NOTIFY PIE IF ACTUAL FIELD CONDITIONS ARE NOT AS ASSUMED TESTED ICBO APPROVED STEEL COMPONENTS. TRUSSES WILL BE DESIGNED TO CARRY Db IJOT 3^ w _ 4. CONTRIEICTORT4ILL NOTIF Yh1THEI OYIIER AND A/E OF ANY CONTEMPLATED FIELD 3. THE COFITRAC70R WILL OBTAIN ANY ADDITIONAL MECHANICAL. LOADS FROM THE 1{II COUP AYEYUE \SST I CHANGES PRIOR TO CONSTRUCTION OF MODIF ILATIONS. MECHANICAL CONTRACTOR AND PROVIDE ADDITIONAL MEMBERS TO SUPPORT THEM. �. 5. L'OMTRpGipR WILL OBTAIN INSPECTIONS FROM AN INDEPEFIDENT TESTING LAB PER 4. WITH HE CONIRPUBLICpT IONUILL I NSTALL BRAC INGRWDODNTRUSSESING- MMEN TARYNAND RECAOMENDQNCE EYUEn WA/{211 I•�1_. UBL SECT IOhI 30G ACID REQUIREMENTS OF LOCAL MUNICIPALITY. DEED - _ - -- _ - --___DEED _- _- -- x-_ _ -_DEED-_ --- x:=x..••=-_= iEL•IlfdflELLS= N WIOTf}$0s2PTt+ 11, --- ----- _ ,1p.:� �^ I�U �• L. U11C jCp1T,0E0NS'II11 IOFIY MILE 5TONE5•ESTAFIl 115HEDHBYLTHELI DCALDIMUNICIPALITY IN AND PROVIDE (HI)SEISMIC ANCHOR Oft EOU[V @ EACH TRUSS SUPPORT. - -- - -x pgpER TO OBTp 111 NLCESSA0.Y APPROVALS PRIOR TO LOMM_N_'MEFIT OF PORN. (S L)-S P L C I AL T Y-_T I M H E R-_-__ SPED_- .. T _ _ ......__ 7. COCONTRA[OR WILL SUBMIT PLAIDS TO OWNER AND p/E SHOWI ANDLSPRINKLERTLOADSpIIW 1. µARK MAHUFACTUIEp E ksi Fb psi Fv psi (��lINO.WA►.L ANCHORAGE OF ALL MECHANICAL, ELECTRICAL, PLUMBING, _ _ _ - E%LESS OF 100 POUNDS FOR REVIEW. MLAM or MICRO=LAn. BY-TRUSS-JOIST CORPS--- 2000 2800EPEE 285 ---x_- B. SPECIALTY SOBCGNTRACTOR5 MUST SUBMIT TO A/E AND BUILD OFFICIALS ALL EVE VERTICALLY LAMINATED DIM LUMBER C�vJN TO FIRM DESIGN AN SHOP DRAWINGS FOR REVIEW AND APPROVALS PRIOR TO FSBRiCATION - •_ •� STRUCTURAL g �p UEN„ .PT- �' N� �E` AND p5 DIRE C7ED BY THE BUILD OFFICIAL. REVIEW OF STRUCTURAL SUBMITTALS Z 1�P.4517 --- WFL:NOT_[xCEED_5 WORKING-DAYS_--- _ __ (F&C)_ F A S TE N E R S AIID C ONIIE C T I O IIS S_UP�) SUPPLEI`fEL ITARP_ STRUCTURALzENOTES - 1.= ALL=FASTENER MID CONNECTION SYSTEMS•EXPOSED=TO WEATHER=ORfWOOD TREATED NOTES - 1. ...... i0 AVOID DIMENSIONING CONFLICTSS OVERALL DIMENSIONS ON= YITN PRESERVATIVE WILL BE GALVANIZED. 6 SCHEDULE L IN MCNITEECTURAL DRAWINGS RRE NOT REPEATED DN 9TRUCTURAL PLAIIG. 3. SEEIFOUNDAT IONCAL HAIL I PLANS FOR ZE AND SILLPLATECING WILL CCOFM�TOT CONCRETE UBC I WALL. OTHERWISE 3-I-D C8REi�Y TO ARCHITECTURAL DRAWINGS PND FIELD DIMENSIONS FOfl BUILDING mpLLS WILL BE FASTENED 70 CONCRETE WITH TREATED 2' NOM.L,MBER SILL PLATES AND A. F7 �-�• Y 7 r\� GEd1ETRY I.10T INDICATED ON STRUCTURAL DRAWINSTATE GS. AND EITHER OF THE FOLLOWING FASTENERSi _ �G I _ 2 gNpSINTFNDEDGFORUSERBYAE%PERIENCE DI CONS7RUCTIONL ICE ' CTORSFTHAT0ARC5 -fastener--DEED-- -descri& i spacing------- ✓ �11 LXJ Y"`" y _ - DOCUMENTSjNCALL CONSTRUCTION ARCNITECTAOROENGINEI CRIORURALTDI ORDERING ATICCONSTRUCTION FASTENERS OWILLLBE LOCATED WAT�(S1�pS,EWALL OPENINGS, AND"W/MAX SPACING 'DETAILS MATERIALS IF ANY CLARIFICATIONS ARE NEEDED. ELSEWHERE. 4. ADHESIVES WILL RE WATERPROOF AND CONFORM TO SUP SPEC. AMETAL 5. ALL WOOD MEMBERS WILL BE FASTENED TO THEIR SUPPORTS BY METAL CONNECTORS. -_-_ CONTRACTOR WILL COORDINATE ALL MEMBER CONNECTIONS WITH THE ENGINEER PRIOR c) f� TO PLACING ORDER FOIL MAIN MEMBER CONNECTORS. �-y - 6. ALL WOOD CONNECTIONS DESIGNATED BY< > REFER TO STEEL CONNECTORS AS DEVELOPED AND MAMiACTURED BY THE -STMPSON STRONG-TIE CO." OF CALIF. 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K ristin Foster Uploaded Files Date File Nam e O1/24/2017 2065200-1295 First Class Coffee Issued Permt.pdf O1/24/2017 2063938-1295 First Class Coffe Plans.pdf O1/18/2017 2056064-1295 First Class Coffee Application.pdf