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HomeMy WebLinkAboutPermit Signage 2019-09-06i 225 FIFTH STREET SPRINGFIELD, OR 97477 • PH:(541)726-3753 • FAX: (541)726-3689 City Job Number Site Address: 1840 Main St P'Q.'6 c(l(0, ►9 Tax Lot: 17 r)53 (n lA2. 0062 0d Ufd Phone: City State Zip 97407 Business Name, Firm, etc. Hashtoria Description of Proposed Sign(s): XWall Single Face t� Square Footage: 31.2 i (Please check and complete all appropriate information) Freestanding Double Face Total Height above Grade: Vertical Dimension of Sign or Enclosure: 3.5 Dimension from Grade to Bottom of Sign Enclosure 8' Material Sign is Constructed of: Projecting Billboard Aluminum, vinyl, plastic, LED 11.5' Roof Marquee Other Horizontal Width of Sign or Enclosure: 8.91 Electrical Installation:X Yes —No (If yes additional electrical permit required) Value of Sign: 3500 List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type (c) Type Sq. Ftg. (d) Type. Sq. Ftg. Sq. Contractor/Installer: Ramsay Signs Phone: 503-777-4555 Address: 9160 SE 74th Ave City: Portland State: OR Zip: 97206 Construction Contractors Registration Number: 63422 Expires: f' OFFICE USE Sign District: Zoning: r By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the 'tallatio$of the 1 (s). I Sisnature Date Shared Drive(T:)Building Forms/Sign Permit Applicationl-02.doc Assessors Map • • Owner: Hashtoria Address: 1840 Main St Springfield P'Q.'6 c(l(0, ►9 Tax Lot: 17 r)53 (n lA2. 0062 0d Ufd Phone: City State Zip 97407 Business Name, Firm, etc. Hashtoria Description of Proposed Sign(s): XWall Single Face t� Square Footage: 31.2 i (Please check and complete all appropriate information) Freestanding Double Face Total Height above Grade: Vertical Dimension of Sign or Enclosure: 3.5 Dimension from Grade to Bottom of Sign Enclosure 8' Material Sign is Constructed of: Projecting Billboard Aluminum, vinyl, plastic, LED 11.5' Roof Marquee Other Horizontal Width of Sign or Enclosure: 8.91 Electrical Installation:X Yes —No (If yes additional electrical permit required) Value of Sign: 3500 List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type (c) Type Sq. Ftg. (d) Type. Sq. Ftg. Sq. Contractor/Installer: Ramsay Signs Phone: 503-777-4555 Address: 9160 SE 74th Ave City: Portland State: OR Zip: 97206 Construction Contractors Registration Number: 63422 Expires: f' OFFICE USE Sign District: Zoning: r By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the 'tallatio$of the 1 (s). I Sisnature Date Shared Drive(T:)Building Forms/Sign Permit Applicationl-02.doc Electrical Permit Application 6"1146 KIM CITY OF SPRINGFIELD, OREGON 225 Fifth Street*Springfield, OR97477*PH(541)726-3753*FAX(541)726-3689 SE DEPARTMENT U.O (('' .. N(.�L,Y Permit no.:1� Date: "l R This permit is issued under OAR 918-309-0000. Permits are nontransferable. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. ............ L,QCAL GOVERN:MENT::APPROVAL., ,.. Zoning approval verified? ❑ Yes ❑ No CATEGORY. OF CONSTRIJCTi0.N _ ... ❑ Residential ❑ Government ® Commercial JOB. SITE: INFORMATION AND LOCATaON; Job site address: 1840 Main St City: Springfield State: OR ZIP: 97407 Reference: Taxlot.: DESCRIP. TION :OF WQRK Install (1) sign circuit PROPERTY 'OWNER Name: , Address: City: State: ZIP: Phone: - - Fax: - - E-mail: This installation is being made on residential or farm property owned by me or a member of my immediate family. This property is not intended for sale, exchange, lease, or rent. OAR 479.540(1) and 479.560(1). Signature: CONTRACTOR INSTALLATION, Business name: Ramsay Signs Address: 9160 SE 74th Ave City: Portland State: OR ZIP: 97206 Phone: 503-777-4555 Fax: 503-777-0220 E-mail: Cbrown@ramsaysigns.com CCB license no.: 63422 BCD license no.: 26-106 CLS Signing supervisor's license no.: 493SIG Print name of signing supervisor: Phill Steiger Signature of signing supervisor: - XV - vti+ 440-2584-1(5/21/2014/COM) FEE: SCHEDULE Number d.inspections er it P ( ). Qt Cost Total es: cost Residential, per unit, service included: 1,000 sq. ft. or less (4) $151.00 $ Each additional 500 sq. ft. or portion$ thereof 28.00 $ Limited energy (2) $ 36.00 $ Each manufactured home or modular dwelling service or feeder (2) $ 71.00 $ Services or feeders: installation, alteration, relocation 200 amps or less (2) $ 91.00 $ 201 to 400 amps (2) $106.00 $ 401 to 600 amps (2) $178.00 $ 601 to 1,000 amps (2) $230.00 $ Over 1,000 amps or volts (2) $527.00 $ Reconnect only (2) $ 71.00 S Temporary services or feeders: installation, alteration, relocation 200 amps or less (2) 201 to 400 amps (2) $ 71.00 S $ $ 98.00 401 to 600 amps (2) $142.00 $ Over 600 amps or 1,000 volts, see services or feeders section above Branch circuits: new, alteration, extension perpanel a. Fee for branch circuits with purchase of a service or feeder fee: Each branch circuit $ 7.00 $ b. Fee for branch circuits without purchase of a service or feeder fee: First branch circuit (2) $ 62.00 $ Each additional branch circuit $ 7.00 $ Miscellaneous fees: service or feeder not included Each pump or irrigation circle (2) $ 71.00 $ Each sign or outline lighting (2) (1) S 71.00 S Signal circuit or a limited -energy panel, alteration, or extension (2) $ 82.00 $ Each additional inspection: (1) $82.00 $ APPLICANT USE (A) Enter subtotal of above fees (Minimum Permit Fee $82.00) S (B) Enter 12% surcharge (.12 x [A]) $ (C) Technology Fee (5% of [A]) $ (D) Continuing Education Fee $2.50 $2.50 TOTAL fees and surcharges (A through D): S Structural Permit Application SPRINGFIELD DEPARTMENT USE QNLY CITY OF SPRINGFIELD, OREGON Permit no.: 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 Gtit;GON Date: I This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuanc,,e or if work is suspended for 180 days. LOCAL 'GO. YERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF :C.ONSTRU:CTI:ON. ❑ Residential ❑ Government ® Commercial JOB 31TE INFORMATION AND LOCATION' Job site address: 1840 Main St City:Springfield State: OR ZIP: 97477 Subdivision: I Lot no.: Reference: Taxlot: M 0 3 UA 200(000 PRO.P:ERTY OWNER Name: Address: City: State: ZIP: Phone: Fax: - - E-mail: Building Owner or Oxmer's agent authorizing this application• Sign here: ❑ This installation is being made on residential or farm prop ty owned by me or a member of my immediate family, and is exempt fr licensing requirements under ORS 701.010. ....... ... .......... ................. ........... . CO NTRACTO.R.:I NSTALLATI:O Business name: Ramsay Signs Address: 9160 SE 74th Ave City: Portland Stat • OR ZIP: 97206 F :503_777-0220 Phone: 503777-4555 E-mail: Cbrown@ramsaysigns.com CCB license no.: 63422 Print name: Chris Brown Signature: SUB -CONT CTOR INFORMATION Name CCB License # Phone Number Electrical Occupancy Commercial Plumbing Square feet: Mechanical Cost per square ford Last edited 5-5-2017 BJones FEE :SCHEDul 1. Vaaluatian:informatian (a) Job description: Install (1) canopy on sting storefront and (1) illuminated wall sign. Occupancy Commercial om ial Construction type: CO-71 Square feet: Cost per square ford Other informa*: Type of Heat: Energy the ❑ new ®alteration ❑ addition (b) Fo i. dation-only permit? ❑ Yes ❑ No To I valuation: $ . Bu lding fees: ,. (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ .. .. ..... . .... 3. Plan rgview fees: (a) Plan review (65% x permit fee [2a]): $ (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ ..... _. . . ....... _. .__ ... .... 4 Nliscelkneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b): $ F4 a u� Q°3 Ol � Gt P. p w u Q H Q V O w O H zyOW1 ��AH� O W �WW~ r - C9' " -� x` y v Fz�' . Z w Gx WFWOF ` OR N', FZ g o' zz�oW� IF,W oza a o uW � W F U p p ` 44-1 .,q �A� DISPLAY LAYOUT -PHOTO INLAY W/ NIGHT VIEW Scale: 3/16" — 1'- 0" L73 Grounding and Bonding Statement for each permanently © Copyright, 2919 Ramsay Signs, Inc. 91605E 74th Ave Client: Date: ClientAaproval+Date Revisions: connected sign the followingstatememorequivalent'Thissign eseDia,schen, zplusivepperryalRamsaySgns,Inc.M` PAGE# 08,12,19 R1 Added awnings, reduced si nsiz is intended to be installed in the accordance with the °a0 "�N°k0r �aBsionma Portland OR 97206 Hashtoria toes Brea mngamva°"°�penyiar ne °°ap°Beal Project Manager: Landlord Approval +Date R2 Mo d aw in and wall si n. A tfixture mquimmenlsofArticle600oftheNationalElectricalCode ;,p^nR°°pm aYSa . �' =gin: w °�';��ob B;o �; Number of pages: 3 503.777.4555 1840 Main St. 133) Chan ed li htfixture and/or other applicable local codes. This indudas proper pins. 800.613.4555 Springfield, OR 97401 Darin Hauer R3 Chan ed li ht fixture grounding and bonding of the sign" should be either directly DIsMbWpn aredih tlan pl7 ese plans 1p any ane other than ".� enplByneolr xhib1npang Rtes. er Nene plans us mnsbuctn 19-1D81R4 E51,.1gn Fax 503.777.0220 Designer: marked an the sign or labelatlached10thesign,includedinthe lona,miamrnep.Bembaa:eenBrem,lsepressiymromaen. U� j� Installation Instructions, or provided on a separate sheet or tag In me —1 that such ealubkcp occurs. Ramsay Sion Inc. m""` o bi°omebar'a°na e%mileanalrea`n °inose 1p` ° ramsaysigns.com Rick Rule shipped with the sign, o peuaa pn 11/7" 3/4" 114" A HALO ILLUMINATED WALL DISPLAY - 31.2 Sq. Ft. Scale:1/211 = 11- Oil T N SIDEVIEW R ItSUiLu1IVi LoHPlurr Scale: 1/2" = If- 0" L 2„ Br -11" �4" Attachments: 1/4" alligator brand hollow wall anchors w #8 sheet metal screw. Min of 3 per letter. QUARETUBE SUPPORTS, ALUMINUM SKIN, %TIN BLACK. A MFR & INSTALL (1) HALO ILLUMINATED WALL DISPLAY 1 LEAF SHAPE CONSTRUCTION: 1" THICK HALO & EDGE LIT HOGGED OUT WHITE ACRYLIC LEAF SHAPE. LEAF TO HAVE FIRST SURFACE 3M OPAQUE VINYL FILL WITH 1/2" WHITE ACRYLIC OUTLINE. LEAF TO BE EDGE LIT WHITE AND TO HALO LIGHT ONTO WALL SURFACE. INSTALL OFF WALL SURFACE W/ 11/2" SPACERS. PAINT SPACERS TO MATCH WALL COLOR. DISPLAY TO HAVE REMOTE POWER SOURCE. INTERNAL GREEN LED ILLUMINATION. 12 ' HASHTORIA CONSTRUCTION: HALO & EDGE LIT HOGGED OUT WHITE ACRYLIC LETTER FORM. LETTERS TO HAVE OPAQUE FACES AND 1/4" RETURN, PAINT PER COLOR KEY. SECOND LAYER TO HAVE 3/4" EDGE LIT WHITE ACRYLIC AND TO HALO LIGHT ONTO WALL SURFACE. INSTALL OFF WALL SURFACE WITH 1112" SPACERS. PAINT SPACERS TO MATCH WALL COLOR. DISPLAY TO HAVE REMOTE POWER SOURCE. INTERNAL WHITE LED ILLUMINATION. C LIGHT FIXTURE Scale: NTS COLOR KEY doAPPLE GREEN Pl MATTHEWS PAINT 3M 7725-19 SATIN WHITE WHITE MATTHEWS PAINT ACRYLIC SATIN BLACK B MFR & INSTALL TWO (2) BUILDING CANOPIES Ll] CANOPY CONSTRUCTION: 6" TALLALUMINUM "C" CHANNEL WITH TWO TIE BACK RODS W/ MOUNTING PLATES TO CMU BLOCK WALL, PAINT SATIN BLACK. FIELD SURVEYREWD. C PROVIDE & INSTALL ONE (1) WALL LIGHT FIXTURE 0 LIGHT FIXTURE PRODUCT: TECH LIGHTING 70OWSPITS B-LED830 PITCH SINGLE 5" HIGH INTEGRATED OUTDOOR WALL SCONCE - ADA COMPLIANT Client: Date: Client Approval + Date Revisions: U3 Grounding and Bonding Statement for each permanently 9160 SE 74th Ave connected sign the following statement or equivalent 'This sign Portland OR 97206 Hashtoria 08.12.19 is intended to be installed in the accordance with the R2} Moved awnines and wall sivn. Added lieht fixture requirements of Article 600 of the National Electrical Code 503.777.4555 1840 Main St. Project Manager: Landlor�aroval + Date �s R3) Changed liahtfixture and/or other applicable local codes. This includes proper 800.613.4555 Springfield, OR 97407 Darin Hauer R31 Chanted li,phtfixture grounding and bonding of the sign" should be either directly marked on the signor lapel attached to the sign: included in the Est. 1911 Fax 503.777.0220 Designer: •� installation Instructions. or provided on a separate sheet orfag rarnsaysigns.eom Rick Rule shipped wim the sign. © Copyright, 2019 Ramsay Signs, Inc. Thelnalwora ofi tleelpnieN^Pmperty or Rdmsay signs. Inc. rheorigppGE # 2 Th """eAmya a rtp y foriheacle purpose of yyo , I°sitleratlpn pl vrhalYie°r mcpu h°°ase Meseplans e -7o pump a Number of pages:3 —Ramsay Signs, Inc. asign maaulacnretlucaMinglOihppe plans. Di.M.11- Gr e>d,lbion of dress plans I any 1,, than e paypesplyyrcompangprusaprNeeeplanslacpnseuGl° 19-1081R4 sign similarfo',. on° emhctlietl herein, is ea -ly—iaden. In the even That such uNlI len occurs. Ramsay signs Inc. Gom°pans1. bf Wr,bana°no1 ent of 1"l i I'mlrteselplanal� Page 1 of 20 . �� /� 10815 RANCHO BERNARDO RD., SUITE 260 1►Y / \ . SAN DIEGO, CA 92198 P ROJ ECTMANAGER@SULLAWAYENG. COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: HASHTORIA,1840 MAIN ST., SPRINGFIELD, OR PROJECT #: 23015-1 CLIENT: RAMSAY SIGNS & HEATH NORTHWEST m� 8,4„ 8'-0" OC 1 ELEVATION - MAX OAH FROM GRADE 8--0- GENERAL NOTES ll—� 1. DESIGN CODE: DESIGN CODE: IBC 2012, OSSC 2014 2. DESIGN LOADS: ASCE 7-10 3. WIND VELOCITY 110 MPH EXPOSURE C 4. ALUMINUM ELEMENTS 6061-T6 5. PLATE STEEL ASTM A36 6. BOLT STEEL ASTM A307, HDG PER ASTM A153, ZP PER ASTM B633 7. STAINLESS STEEL BOLTS ASTM F593 8. DEWALT SCREW- BOLT+ PER ICC ESR 4042 9. MORTAR SHALL COMPLY TO SECTION 2103.2.1 OF IBC 2015 10. GROUT SHALL COMPLY TO SECTION 2103.3 OF IBC 2015 11. THE CMU BLOCK SHALL CONFIRM TO ASTM C90, WITH STRENGTH F'M=1500 PSI 12. ALUMINUM WELD FILLER 4043 OR EQUIVALENT 13. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 14. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION 15. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD DATE: 08/23/2019 ENGINEER: NC LAST REVISED: .UM SKIN IK= 0.090" 5X1.5X0.065" LUM SQ TUBE YP. 2X2X%" THK ALUM ANGLE CLIP L=2" MIN Wl (1) Y4"O THRU BOLT PER LEG, TYP. (1) 78 VJ DEWALT SCREW- BOLT+ MIN EMBED.=2" INTO CMU WALL PER LEG, TYP. F `SAO fp 4 84474PE ISFY EXPiRES:6-30-20 Page 2 of 20 Sf /� /� 10815 RANCHO BERNARDO RD., SUITE 260 V I \ I ` SAN DIEGO, CA 92198 . ■ I PROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: HASHTORIA,1840 MAIN ST., SPRINGFIELD, OR fl PROJECT #: 23015-1 CLIENT: RAMSAY SIGNS & HEATH NORTHWEST DATE: 08/23/2019 ENGINEER: NC LAST REVISED: CMU WALL 1.5X1.5X0.065" 3116" BY OTHERS ALUM SQ TUBE r, 2 CV 4" OXY4" THK ALUM PLATE 3/16" V W/ (2) %"0 DEWALT SCREW- BOLT+ MIN EMBED.=2" INTO CMU WALL MOUNTING PLATE (TYP.) 1 SECTION 2" O 3/16" ih 4X2)(3/6" ALUM PLATE W/ (2) %"0 DEWALT SCREW- BOLT+ MIN EMBED.=2" INTO CMU WALL MOUNTING PLATE (TYP.) 2,. 3/16" 'v ih [3 4X2X3/16" THK ALUM PLATE W/ (2) Y4"0 THRU BOLTS Y4"0 SS THRU BOLT o' MIS 2.. 1/4" THK ALUM. TAB DETAIL MOUNTING PLATE (TYP.) 84474PE QREGQN � F. 8�V EXPIRES -6-30-20 Page 3 of 20 44 S U L L/1Wi�Y 10815 Rancho Bernardo RD., SD, CA 92127 pTojectmanagcr@suHawayeng.com I Phone: 858-312-5150 Fax: 859-777-3534 PROJECT: HASHTORIA DATE: 8/23/2019 PROJ. NO.: 23015-1 ENGINEER: NC CLIENT: RAMSAY SIGNS & HEATH NORTHWEST v5.0 OBS units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 CNW= p= CNL= p= y=90° qz = 0.00256 KzKztKdVZ (ASCE eq'n. 27.3-1) Kd = 0.85 (sec. 26.6) qz = 22.38 psf Kz = 0.85 (Table 27.3-1) 0.8 15.22 Kzt = 1 (sec. 26.8) p = gzGCP V = 110 mph Valence Pressure = 15.22 psf 0 = 0.00 ° Cp = 0.80 (Fig. 27.4-1) Roof: Mono G = 0.85 (Sec. 26.9) y = 0° wind: OBS Case B 0.5 9.51 CNW= p= CNL= p= y=90° CN= p= Case A -0.50 -9.51 -1.20 -22.83 _< h Case A -0.8 -15.22 Case B -1.10 -20.93 -0.60 -11.41 Case B 0.8 15.22 Snow Load ASCE 7-10 <h,:5 2 Case A -0.6 -11.41 y = 180° wind: OBS Case B 0.5 9.51 CNW = P = C'NL = P - >2h Case A -0.3 -5.71 Case A -0.50 -9.51 -1.20 -22.83 Case B 0.3 5.71 Case B -1.10 -20.93 -0.60 -11.41 Snow Load ASCE 7-10 Ground Snow Load: pg = =1 101 psf Exposure Factor: Ce = = 1.0 (ASCE 7-10, Table 7-2) Thermal Factor: Ct = = 1.2 (ASCE 7-10, Table 7-3) Importance Factor: I = = 1.0 (ASCE 7-10, Table 1.5-2) Flat Roof Snow Load: Pf = 0.7*Ce*Ct*I*pg = 8.4 psf (ASCE 7-10, EQ. 7.3-1) Roof Live Load RLL= 20.0 psf Valence Wind Load Valence pressure= p= 15.22 psf (see above) Line load on 6" Alum Channel= = 7.61 lb/ft Superimposed Dead Load - 0.09" Self Mating Pan: Avg Thickness of Alum. Skin= 0.090 in Page 4 of 20 S U L �.nW/ �Y 10815 Rancho Bernardo RD., SD, CA 92127 projectmanager@sullawayeng.com N E N G' I N t. E R I N L+ Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: HASHTORIA DATE: 8/23/2019 PROJ. NO.: 23015-1 ENGINEER: NC CLIENT: RAMSAY SIGNS & HEATH NORTHWEST vs.o units; pounds, feet unless noted otherwise Check 3/8" Dia. DeWalt Screw- Bolt+ into CMU - Min Embed.=2" (ASD): (Top Connection) Tension per bolt= Ta=(Node N7, Rz/2)= 133 lbs Shear per bolt= Va=Node N7, sgrt(Rx^2+Ry^2)/2= 103 lbs Tension capacity= (per ICC ESR 4042) Tc= 450 lbs Shear capacity= Vc= 815 lbs Combined Check: Ta/Tc+Va/Vc= 0.421 <1 ok Check 4x0.25" Circular Alum. Mounting Plate - Top Tab to Wall (ASD): f1= 1.95 Along X -X: arm = 0.788 in b=1 1.5 in t =1 0.250 in Mplate = T per bolt * 1 *arm = 0.105 k -in (T=See above) S= bt^2/6= 0.016 in Mn/Q = 1.5*Fy*z=1.5*15ksi*S/C1= 0.180 k -in OK Check 3/8" Dia. DeWalt Screw- Bolt+ into CMU - Min Embed.=2" (ASD): (Intermediate Bottom Connection) Tension per bolt= Tu=(Node N18, Rz)/2= 18 lbs Shear per bolt= Vu=Node N16, sgrt(Rx^2+Ry^2y2= 56 lbs Tension capacity= Tc= 450 lbs (per ICC ESR 4042) Shear capacity= Vc= 815 lbs Combined Check: Check 4x2x0.1875" Alum. Mounting Plate (ASD): Ta/Tc+Va/Vc= 0.109 <1 ok Along X -X: arm ==in b =1 1.61 in t = Mplate = T per bolt * arm = S= bt^2/6= Mn/S1= 1.5*Fy*z=1.5*15ksi*S/S1= S1= 1.95 O min 0.014 k -in (T=See above) 0.009 in 0.106 k -in OK Page 5 of 20 44 S UL LIlW/�Y 10815 Rancho Bernardo RD., SD, CA 92127 Miectmanagcr@sullawaycng.com . 0 ENGINEERING Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: HASHTORIA DATE: 8/23/2019 PROJ. NO.: 23015-1 ENGINEER: NC CLIENT: RAMSAY SIGNS & HEATH NORTHWEST vs.o units; pounds, feet unless noted otherwise Check 1/4" SS Thru bolt - Alum Tube to Alum Tab (ASD): Member Axial Force = see RISA report, Member M4= 0.334 k Vu per bolt = Member Axial force= 0.334 kips Per AISC J3: d(bolt) = 0.25 in Fu =E1 o olksi Q=� A(bolt) = = 0.049 int Fnv = 0.45*Fu = 45.00 ksi Rnv/0 = (Fnv*Abolt)/S2= 1.104 kips ok Check 3x2x1/4" Alum Tab for Flexure (ASD): Q= 1.95 arm = 2.375 in b =1 0.31 in t=1 2 in Mplate = See RISA Member M4*cos(35)*arm= 0.65 k -in Z= bt^2/4= 0.25 in" Mn/SZ = 1.5*Fy*z1Q=1.5*15ksi*z/f)= 2.88 k -in ok Check 1/4" thk Alum tab for Bolt Bearing (Bottom Tab) (ASD): Q= 1.95 t=1 0.250 in de =L0.625 in d=1 0.250 in Fu =1 42 ksi Force = see RISA report, Member M4= 0.334 k Bearing = min(de*t*Fu,2*d*t*Fu)/S2 = 2.692 k ok Check 3/8" Dia. DeWalt Screw- Bolt+ into CMU - Min Embed =2" (ASDL: (End Bottom Connection) Tension per bolt= Ta=(Node N4, Rz)= 28 lbs Shear per bolt= Va=Node N3, sgrt(Rx^2+Ry^2)= 25 lbs Tension capacity= Tc= 450 lbs (Per ICO ESR 4042) Shear capacity= Vc= 815 lbs Combined Check: Ta/Tc+Va/Vc= 0.094 <1 ok Page 6 of 20 44 S U!r L/1WhY 10815 Rancho Bernardo RD., SD, CA 92127 projectmanagff@stfflay.uyeng.com st llawayeng.com F1\1 r7 I j'� �. }__ i I j'1 Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: HASHTORIA DATE: 8/23/2019 PROJ. NO.: 23015-1 ENGINEER: NC CLIENT: RAMSAY SIGNS & HEATH NORTHWEST vs.a units; pounds, feet unless noted otherwise Check 1/4" Dia. Thru bolt - Angle to Alum Channel Bottom Connection (ASD): Q= 2 Ta= Ta=(Node N3, Rx)= 0.017 kips Va= Va=Node N3, sgrt(Rz^2+Ry"2)= 0.084 kips dia.= = 0.250 in Abolt= = 0.049 int Fnt= = 45 ksi Fnv= = 27 ksi Tn/Q= (Fnt*Abolt)/Q= 1.104 kips ok Vn/S2= (Fnv*Abolt)/Q= 0.663 kips ok Fv= Vu/Abolt= 1.710 ksi F'nt= 1.3Fnt-Fnt*Fv/Fnv/0!5Fnt= 45 ksi Tn/S2= (F'nt*Abolt)/Q= 1.104 kips ok Check 2x2x0.125" thk Alum. Angle - Channel to Wall (ASD): 0= 1.95 arm = 1.000 in b =1 21 in t =1 0.1250 in Mplate = T per bolt * arm = 0.028 k -in (T=See pg5) S= bt^2/6= 0.005 in Mn/Q = 1.5*Fy*z=1.5*35ksi*S/SZ= 0.140 k -in OK TYP. ANCHOR LOCATION 10 4412 14 a or cu Loads: BLC 2, RLL Loads: BLC 3, SL -7.61 -7 Loads: BLC 4, WL1 Paqja13of20 z x 1.4 �4F -7.61 Ib/ft -7.611` 20.9 X -7.6 20.9 t -7.61. 20.9 -7.61 20.9 -7.61 jr r 20.9 Loads: BLC 5, WL2 15. Loads: BLC 6, WL3 Page 16 of 20 Aluminum Properties I nhel C ft—i7 r3 M-1 Ah. Therm ! rl—ihrr T.W. N C+nr4c1 MfiAL n C—R-1 P—rl—il r`1 1 1 3003-1-114 10100 3787.5 .33 1.3. 173 Table... 1 19 16 13 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table ... 1 38 35 35 24 141 3 6063-T5 110100 3787.5 .33 1.3 .173 Table ... 1 f 22 16 16 13 141 4 6063-T6 110100 3787.5 .33 1.3 .173 Table ... 1 30 25 25 19 141 5 5052-1-134 10200.3787.5: 33 1.3 .173 :Table... 1 34 26 24 20 141 6 6061-T6 W 1 10100 3787.5 .33 1.3 .173 Table ... 1 24 15 15 15 141 7 6063-T6W 110100 13787.61 .33 1.3 1 .173 .Table ... 1 1 17 1 8 8 10.2 1 141 Aluminum Section Sets 6X2 ALUM CHANNEL Tu... Load Combinations ri--- A-+;,... Q-1— Drl QDQC AI r' r!—+—QI r' C-4—ml (+ P—f— C R C C C Basic Load Cases Di ! Pl--- .:..ti.... l+..lrw..ra V r3—,il.,r V(`_....,m 7 r2—Ah, Inin4 D -i,+ I'lic.4rihn4erl A IRA- c.„F--- I 1 DL DL -1 2 3 4 5 RLL SL WL1 WI -2 RLL SL WC _._i..... WL _ 6 6 12 12 12 6 WI -3 WL 2 12 7 WL4 WL 2 f 8 BLC 2 Transient Are.. None 36 9 10 11 SLC 3 Transient Are.. EEC 4 Transient Are.. 8LC 5 Transient Are.. None _ None _ None 36 36 36 .12 BLC 6 Transient Are.. None 36 13 BLC 7 Transient Are..j None 36 ONE - 1©■■■o■■®■■■■n■■■■■n NO - 1 '©■no©®oma■■■■■■■■■■■■n v®®nom■■■■■■■■■■owns m f 1 1• ADO©®nom■®■■®■■■■ m I . f 1 . ■noe�■■■■w■■s■o■■®■■� m / • • 1 • ■m©�■■■n■■■■� ® 0.6n+0.6W4 Yes Y 1®��■■■■� ■n■ Basic Load Cases Di ! Pl--- .:..ti.... l+..lrw..ra V r3—,il.,r V(`_....,m 7 r2—Ah, Inin4 D -i,+ I'lic.4rihn4erl A IRA- c.„F--- I 1 DL DL -1 2 3 4 5 RLL SL WL1 WI -2 RLL SL WC _._i..... WL _ 6 6 12 12 12 6 WI -3 WL 2 12 7 WL4 WL 2 12 8 BLC 2 Transient Are.. None 36 9 10 11 SLC 3 Transient Are.. EEC 4 Transient Are.. 8LC 5 Transient Are.. None _ None _ None 36 36 36 .12 BLC 6 Transient Are.. None 36 13 BLC 7 Transient Are..j None 36 Member Area Loads (BLC 2: RLL) Joint A JEdIlLB Joint C Joint 0 Direction Distribution_ Magnitudeps.�l.— 1 N1 N19 N21 N9 PY Two Way -20 RISA -31D Version 17.0.2[CA ... \... \... \... \Projects\23000\23015\23015 Engineering\23015-RISA.r3d] Page 1 Page 17 of 20 Member Area Loads (BLC 2: RLL) (Continued} 3 N11 N22 N23 N13 PY Two Wa -20 4 N13 N23 N24 N15 PY Two Wa -20 5 N15 f N24 N25 N17 PY Two Wa -20 6 N17 N25 N20 N2 PY Two Wa -20 7 N19 N3 N10 N21 PY Two Wav. -20 8 N21 N10 N12 N22 PY Two Wa -20 9 N22 N12 N14 N23 PY Two Way 1 -20 10 N23 N14 N16 N24 PY Two W -20 11 12 N24 N25 N16 N18 N18 N4 N25 N20 PY PY Two Wa Two Wa -20 -20 Member Area Loads (BLC 3: SL) 1..:..+ n i..i..+ Q L.in+ r Inin+ n ni.bn+inn nic4rih. Ainn RAennih IrleFn�fl 1 N1 N19 N21 N9 PY Two Wa -8.4 2 N9 N21 N22 N11 PY Two Wa -8.4 3 N11 N22 N23 N13 PY Two Wa -8.4 4 N13 N23 N24 N15 PY Two Wa -8.4 5 N15 N24 N25 N17 PY Two W -8.4 6 N17 N25 N20 N2 PY Two W -8.4 7 N19 N3 N10 N21 PY Two W -8.4 8 N21 N10 N12 N22 PY Two W -8.4 9 N22 N12 N14 N23 PY Two Wa -8.4 10N23 N25 N14 N16 N24 PY Two Wa -8.4 11 N24 N16 N18 N25 PY Two Wa -8.4 12 1 N25 N18 N4 N20 PY Two Wa Member Area Loads (BLC 4: WL 11 L.i-+ n Inin+ Q Inin+ r` Inin+ n nironrinn ni.tri+.. Ainn RA�nnifi lflofnefl 1 N1 N19 l N21 N9 PY Two Wa 9.51 2 N9 N21 N22 N11 PY Two Wa 9.51 i 3 1 4 N11 N13 N22 N23 N23 N24 N13 N15 PY PY Two Way Two Way 9.51 9.51 5 N15 N24 N25 N17 PY Two Way 9.51 6 N17 N25 'N20 N2 PY Two Way 9.51 7 N19 N3 N10 N21 PY Two Way 22.83 8 N21 N10 N12 N22 PY Two Wa 22.83 9 N22 N12 N14 N23 PY Two Way 22.83 10 11 N23 N24 N14 N16 N16 N18 N24 N25 PY PY Two Way Two Way 22.83 22.83 12 N25 N18 N4 N20 PY I Two Wgy 1 22.83 Member Area Loads (BLC 5: WL2) 1..1..4 A 1-1-0 I..i..! f+ 1..:..4 n ni.e..tinn MI�+Ak.Ainn KA-4-41-ff 1 N1 N19 N21 N9 PY Two Way 20.93 2 A9 N21 N22 N11 PY Two Way 20.93 3 N11 N22 N23 N13 PY Two Wa _ 20.93 N13 N23 N24 N15 PY Two Way 20.93 5 N15 N24 N25 N17 PY Two Way 20.93 6 N17 N25 N20 N2 PY Two W@Y 20.93 7 N19 N3 N10 N21 PY Two Way 11.41 8 N21 N10 N12 N22 PY Two Way 11.41 9 N22 N12 N14 N23 PY Two Wpy 11.41 10 N23 N14 N16. N24 PY Two Wa 11:41 11 N24 N16 N18 N25 PY Two Wa 11.41 12 N25 N18 N4 N20 PY Two Way 11.41 Member Area Loads BLC 6: WL3 1 N1 N19 N21 N9 PY Two Way 15.22 2 N9 I N21 N22 N11 PY Two Way 15.22 3 N11 I N22 _ _ N23 N13 PY Two Way 15.22 RISA -31D Version 17.0.2[CA ... \... 1...\ ... \Prcjects\23000\23015123015 Engineering\23015-RISA.r3d] Page 2 Page 18 of 20 Member Area Loads (BLC 6: WL3) (Continued] 1..:..1 n 1-;- 0 1dn1 - Ini h n n;.e..1;.,n n;c4riF.. d;nn RA -it ... lcincfl 4 N13 N23 N24 N15 PY Two Way 15.22 5 N15 N24 N25 N17 PY Two Way 15.22 6 N17 N25 N20 N2 PY Two Way 15.22 7 N19 N3 N10 N21 PY Two Way 15.22 8 N21 N10 N12 N22 PY Two Way 15.22 9 N22 N12 N14 N23 PY Two Way, 15.22 10 N23 N14 N16 N24 PY Two Way 15.22 11 N24 N16 N18 N25 PY Two Wa 15.22 12 N25. N18 N4 N20 PY Two Way . 15.22 Member Area Loads (SLC 7: WLIJ I..;..1 h I..:-. 0 1..1..E 1, 1..1..1 n n;.....1;.... n;-fAk.h;..n RAonr.i+. irinrncfi 1 N1 N196N21 .25 N9 PY Two Way -15.22 2 N9 N21 N22 N11 PY Two Way -15.22 3 N11 N22 N23 N13 PY Two Way -15.22 4 NU N23 N24 N15 PY Two W -15.22 5 N15 N24 N25 N17 PY Two Way -15.22 6 N17 N25 N20 N2 PY Two Way -15.22 7 N19 N3 N10 N21 PY Two Way -15.22 8 N21 N10 N12 N22 PY Two Way. 1 -15.22 9 N22 N12 N14 N23 PY Two Way -15.22 10 N23 N14 N16 N24 PY Two Way -15.22 L11 N24 N16 N18 N25 PY Two Way -15.22 12 N25 N18 N4 N20 PY Two Wa -15.22 Envelo a Joint Reactions v I-1 I rim 1 n 7 fl L.1 I - AAV Fil, Rl 1 r RAV flh 44,1 1 11 RA7 Ilk Al I (` 1 I N7 i max .25 19 204.116 13 93.989 19 0 121 0 21 0 21 2 3 min -.672 13 -71.2 7 -265.164 13 0 1 0 1 0 1 3 4 N8 maxi min .675 -.25 .13. 7 204.114 -71.201 13 7 93.99 -265.163 19 13 0 0 21 1 0 0 21 1 0 0 21 1 5 N18 max 1 28.257 13 25.413 13 110.763 13 0 21 0 21 0 21 6 M10 min -9.887 7 -13.191 6 -35.218 7 0 11 0 1 0 1 7 N10 max 9.887 19 25.413 13 111.926 13 0 21 0 21 0 21 8 min -24.334 13 -13.191 6 -35.217 7 0 1.1 0 1 0 1 9 N4 max 6.735 20 18.058 13 76.819 13 i 0 21 0 :21 0 21 10 min -15.278 2 -5.379 6 -27.194 8 1 0 1 0 1. 0 1 11 N3 max 16.84 13 18.057 13 82.127 131 0 21 0 121 0 21 12 min . -5".227 7 -5.379 6 -25.396 7 0 -1 0 1 0 1 13 N16 max 40.399 13 103.863 13 65.964 131 0 121 0 21 0 21 14 min -14.146 7 -42.727 6 -17.087 8 0 1 0 1 0 1 15 N12 max 14.146 19 103.863 13 66.147 13 0 21 0 21 0 21 16 min -35.167 13 -42.727 6 -16.845 8 0 1 0 1." 0 1 17 N14 max 3.017 20 67.434 13 16.58 13 0 21 0 21 0 21 18 min 0 2 -30.976 6 -3.682 8 0 1 -0---j 1 0 1 19 Totals: max 17.884 21 770.331 13 37.289 19 20 min 0 1. -238.863 6 0 1 Envelope AA ADM1-15: ASD - Building Aluminum Code Checks RA..... r..,. CL.., r... f` -A- I ...J; -a I r 121 -- 1 ...d;..l n;�l r 0..nfn Dn+In RA -1r) RA -Irl vnv/n v-rn ('k 9:- 1 M13 CS 6X2X0.090 .536 0 113 .009 221 y 1 4639.63 8034.5.. 198.067654.868 2589.0-1963.6-11 ... .1... 2 M12a CS 6X2X0.090 .536 22 1131 ..009. 0 13 4639.63 8034.5.. 198.067 654.868 2589.0.. 1963.6.. 1... .1. 3 M8 RT1.5X1.5X0.065 ,467 35.25.13 .043 47 1 132100.0.. 3390.9.. 129.293;129.293 925.364 925.3641... .1... 4 M7 RT1.5X1.5X0.065 .410 35.2513 .126 47 1 y 132100:0.. 3390.9.. 129.293 129.293 925.364:925.364 .1..1 5 M9 RTI .5X1.5X0.065 .410 35.2513 .126 47 1 V 132100.0.. 3390.9.. 129.293 129.293 925.364 925.3641... .1... 6 7 M11 M14 CS 6X2X0.090 CS 6X2X0.090 .325 .325 22 13 0 13 .026 0 , 13 4639-63 8034.5.. 143.405 654.868 2589.0.. 1963.6.. i... .1... .026 22 1 y 134639.63 8034.5.. 143.405 654.868 2589.0.. 1963.6.. i... .1..• 8 M6 RTI .5X1.5X0.065 237 135.25 13 .175 23.5 LY 925.3641... .1.:9 1132100.0.. 3390.9.: 129.293 M10 RT1.5X1.5X0.065 237 35.2513 .175 23.5 tl29.2931925.364 132100.0.. 3390.9.. 129.293.293 925.364 925.3641.. .1..,10 M5 RT1.5X1.5X0.065 ; j 33 0 .1131 .001 0 1 1765.7.. 3390.9.. 129.293 .293 925.364 925.364 2... .1:1 RISA -3D Version 17.0.2[CA ... \... \... \... \Projects\23000\23015\23015 Engineering\23015-RISA.r3d] Page 3 v' Page 19 of 20 Envelope AA ADM1-15: ASD - Building Aluminum Code Checks (Continued) KAomhnr Chnnc Rnric I nrrinl 1 R Chanr I nrlinl nirI C Pnrt/(1 Pntlrl Mnv/Cl Mn7/0 Vnv/Cl \/m/Cl Ch Fnn 11 M4 Fti1.5X1.5X0.065 .133 1 0 13 001 0 1 1765.7.. 3390.9.. 129.293,129.293 925.364 925.364 2.. .1.. 12 M2 CS 6X2X0.090 .079 1 5 13 .118: 0134639.63 8034.5.. 198.067 654.868 2589.0...1963.6..1.. .1.. 13 M15 CS 6X2X0.090 .079 0 1 .118: 5 134639.63'8034.5.. 198.067 654.868 2589.0.. 1963.6..1.. .1.. 14 M1 CS 6X2X0.090 .062 2 .1 .163 2' 134639.634034.5-143.405 654.868 2589.0.. 1963.6.. 2... .1.. 15 M3 CS 6X2X0.090 .060 2 1 .163 2 13:4639.6318034.5.. 143.405 654.868 2589.0.. 1963.6.. 2... .1.. 116 M17 CS 6X2X0.090 .058 0 1 .101 0 1 639.63 8034.5.. 198.067 654.868 2589.0.. 1963.6..1.. .1... 17 M16 CS 6X2X0.090 .057 1 0 1 .101 0 v 11 4639.63 8034.5.. 198.067 654.86812589.0.. 1963.6..1.. .1.., RISA -3D Version 17.0.2[CA ... \... \... \...\Projects\23000\23015\23015 Engineering\23015-RISA.r3d] Page 4 Page 20 of 20 Company ''RIS A Designer f� Job Number Checked By: Model Name Envelope Member Section Forces AAamhnr Can Gvi.Vlhl I C v ghazrflhl I r. 7 qh-rflhl I r Tnmiiaf 1 r v -v Mn 1 C 7-7 Mnmantilh ftl I r. 1 M4 1 max 119.198 191 1.112 13 .674 13 0 21 1.18 19 1.291 13 2 min -333.34 13 1.008 7 -.25 7 0 1 -3.184 13 .799 7 3 1 2 max 118.876 19 .693 13 .674 13 0 21 .885 19 .224 13 4 {min -333.661 13 .589 7 -.25 7 0 1 -2.388 13 -.144 7 5 3 max 118.554 19 .273 13 .674 13 0 21 .59 19 -.346 13 6 min -333.983 13 .169 7 -.25 7 0 1 -1.592 13 7 4 max 118.232 19 -.147 13 .674 13 0 21 .295 19 -.421 13 8 min -334.305 13 -.251 7 -.25 7 0 1 -.796 E 13 -.544 7 9 5 max 117.911 19 -.566 13 .674 1 13 0 21 0 21 0 21 10 min -334.626' 13 -.67 7 -.25 7 0 1 0 1 0 1 11 M5 1 • max 119.198 19 1.112 13 .25 19 0 21 3.193 13 1.29 13 12 13 2 min -333.337 max118.877 13 19 1.008 .693 7 1 13 -.676 .25 13 19 0- 0 1 21 A.18 2.395 7 13 _ 799 .224 7 13 14 min -333.659 13 .589 7 -.676 13 0, 1 -.885 7 -.144 7 15 3 max 118.555 19 .273 13 .25 1 19 0 1 21 1.597 1 13 -.346 13 16 min -333.981 13 .169 7 -.676 13 0 1 -.59 7 -.592 7 17 4 max 118.233 19 -.147 13 .25 19 0 21 .798 13 -.421 13 18 min -334.302 13 -.25 7 -.676 13 0 1. -.295 7 -.544 7 19 5 m 117.911 19 -.566 13 .25 19 0 21 0 21 0 21 20 min -334.624 13 -.67 7 -.676 13 0 1 0 1 0 1 RISA -3D Version 17.0.2[CA ... \... \... \... \Projects\23000\23015\23015 Engineering\23015-RISA.r3d] Page 1