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16-104804.�Ilk Sign C;ty of Federal yDeveopment Permit #:16 -104804 -00 -SG Community Development Dept. 33325 8th Ave S Federal Way, WA 98003 Inspection Request Line: (253) 835-3050 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: CHICK-FIL-A Project Address: 32025 PACIFIC HWY S Parcel Number: 150050 0110 Project Description: Installation of (3) internally illuminated wall signs and structural modifications to existing pylon sign (no change to OAH or sign area). Includes electrical connection to existing Xboxes, including for exempt menu board and directional signs. Owner Applicant Contractor DON IKELERMCK-FIL-A CAPITOL SIGN & AWNING (ELECTRICAL CAPITOL SIGN & AWNING 15635 ALTON PKWY SUITE 350 '04) (ELECTRICAL '04) IRVINE WA 92618 PO BOX 8106 CAPITSAS73DF (3/6/17) LACEY WA 98509 PO BOX 8106 LACEY WA 98509 r \1 4' \ I - Wall Sign Informa k , 1*0 J Reg. # Sign Type Illuminated # Sign Faces >�gB Sign Face t Height (Ft.) Building Elevation Sign A 0 Channel Le�e►T Yes 1 X11.75 5.00 North Sign B North * Yes * 1 5.00 5.00 South Sign C 0 1 Let%rs Yes,/ 1 11.75 5.00 East r'Additional Pernformation Comprehensive Plan D City Center F;Vme Zoning Designation ................................................. CC -F + PERM?ES Wednesday, 2 August, 2017 PeVIssued on Friday, February 3, 2017 V I hereby certify that the above information is correct and that the construction on the above described property and th occupancy and the use will be in accordance with the laws, rules and regulations of the State of f / Washilzgton aniql1fie ity of Federal Way. ,,�.fY' Ow r agent: Date:. i' CITY OF ` Federal Way PERMIT #: Project: THIS CARD 1S TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 16 104804 00 Address: 32025 PACIFIC HWY S DON IKELER FEDERAL WAY WA 98003-6001 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 0 Footings/Setback (4110) ® Final - Electrical (4055) ® Final - Sign (4085) Approved to place concrete Approved Approved By Date By Date By Date Attachment (4010) Approved By Date Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date `CITY OF Federal Way Building Division ` 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: SZO `/ S PERMIT#:-C7✓'SCr- 17. / rv, (/'e \o,,6, lJ ✓� \ Si. c' > _e_. J, Ac .n ,r cwDo✓ ,,' ) IF YOU HAVE QUESTIONS CA (253) 835- WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 9(X 2, /-7 DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page � of \ w 4r. 41k CITY OF 10';:tSV� Federal Way RECEIVED SEP 2 8 2016 CITY OF FEDERAL WAY CDS PERMIT NUMBER 1 SIGN PERMIT APPLICATION TARGET DATE / D <✓ SITE ADDRESS 3 2© �Ll J` t i l:_ � BUSINESS NAME ON SIGN ; ( F, ,_ ASSESSOR'S TAX PARCEL # _L _5 O -0 S- 0 - L V ZONING DESIGNATION Cc — 1 ELECTRICAL INCLUDED (Attaching to existing J -box) es/ PROJECT VALUE $ u DETAILED PROJECT DESCRIPTION / ZIP CODE I C2-) r FEDERAL WAY BUSINESS LICENSE: of ` SIGN OWNER: CONTRACTOR: k1 ""Cy" -i NAME � tt- � PRIMARY PHONE - MAILING ADDRESS CELL PHONE c � �z39 - '7a9 7 CITY Li Y (FAX NUMBER l CITY IP CODE 9'BSoWA E-MAIL ADDRESS STATE ZIP CODE E-MAIL ADDRESS NAME % ` �'A (41 St ri A \ OFFICE PHONE Wo ) O3- �076 MAILING AD R'fi S o �n coy CELL PHONE c � �z39 - '7a9 7 CITY Li Y E-MAIL ADDRESS S�a4 IP CODE 9'BSoWA E-MAIL ADDRESS S ATE CONTRACOR' LICENSE: �� XPIRATION 61 DATE: A FEDERAL WAY BUSINESS LICENSE: NAME PRIMARY PHONE - MAILING ADDRESS FAX NUMBER CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT NAME++ !! PRIMARY PHONE E-MAIL ADDRESS: CONTACT � l t 1 (36 6) �? 3 �D'� o S A P 51 5 W&wd I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by t e owner of the above uremises to perform the work for which the permit application is made SIGNATURE DATE: PRINT NAME PERMIT CENTER • 33325 8TM AVENUE SOUTH • FEDERAL WAY, WA 98003-6325 • 253-835-2607 • FAX: 253-835-2609 FA DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South Federal CITY OF rr RESUBMITTED Way, WA 98003-6325 Federal Wa 253-835-2607; Fax 253-835-2609 w`�"w' y DEC 22 2016 cityoffederalway.com CITY OF FEDERAL WAY RESUBM ITTA�S INFORMATION This completed form MUST accompany all resubmittals. "Pleasenote.- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAW/NGS MUST BE CLOUDED. Project Number: —CI Project Name: A I C k—^ P A Project Address: �� 0 o� S pac t f; C - Project Contact: �'l � ( Phone: RESUBMITTED ITEMS: 360` Ll 3 - (0-7v ** Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: JLetter Dated: (Staff Member) OFFICE USE O717711 RESUB & Distribution Date: �k By Dept/Div Name # Description Building Planning PW Fire Other letin # 129 — January 1, 2011 Page 1 of 1 k:�HandoutsU2esubmittal Information DESIGN CRITERIA: FOUNDATION t CONCRETE: SHEET SHEET NAME Code: Structural design is based on the International Building Code, 2015 Edition 1 Foundations are designed based on presumptive k y bearing capacities per IBC Table 18062. Sl STRUCTURAL GENERAL NOTES e Loads: Dead Load: Signs = 10 psf Parapets = 10 psf Canopies = 10 psf (Allowable vertical bearing pressure = 1500psf, 52 WALL SIGNS I Live load: Signs = 20 psf Parapets = 20 psf Canopies = 20 psf s -400pcf) 63 DIRECTIONAL SIGNS lMean Wind: Wind loads are based on ASCEi-10, Chapter 29 'C' 2 Cc�onstruction to be per the S4 CANOPY PLANSUltimate wind speed = 110 mph (3-second gust), Exposure: r�� .Concrete mixing shall S5 CANOPY SECTIONS Wind importance factor, I = 1.0 Risk Category: 11 conform to the requirements of ASTM C-94. a fl Internal Pressure coefficient: 0.18 r Components and Cladding: 25.0 psF in any direction 3 Concrete to achieve 28-day compressive strength" Seismic: Seismic loads are based on ASCEi-10, Chapter 15" of F'c=4500 psi (Design based on F'c=2500 psi) Seismic importance Factor, I = 1.0 Risk category: II 'D' 'D' 4 Concrete mix design to conform to the following: Site class: Seismic design category: Ss = 1234 Si = 0.420 Sos = 0.526 Sot = 0.442 %4" maximum hard-rock aggregate (per ASTM C-33), m v Type V Portland Gement, w/c ratio = 0.45 a GENERAL NOTES: 5 Clear coverage of reinforcing bars shall be 3" UN.O. I c = a I The contractor shall verify dimensions, conditions and elevations before starting work The engineer shall be notified immediately IF any discrepancies are found. 6 Reinforcing bars shall conform to ASTM-615, Grade 60. We T m 2 Structural information shown In these plans take precedence over structural i Anchor bolts shall be per ASTM A30i, with size and embedment as shown on plans. ` u 7 information shown on architectural or other sheets. 3 The typical notes and details shall apply in all cases unless specifically detailed 8 Retrofit anchors shall be threaded rod per ASTM A36, with diameter and embedment to match that shown on plans for cast-in-place anchors. Epoxy shall be either Hilt! @$ a elsewhere. Where no detall is shown, the construction shall be as shown for other HIT-RE 500 or Simpson SET-XP. similar work and as required by the building code. 4 These calculations are limited to the structural members shown in these calculations STRUCTURAL 1 STEEL: All structural steel code checks based on the RISC 13th Edition. } li a p 3 V) only. The connection of the members shown in these calculations to the existing O a w structure shall be b others. y 1 Steel pipe shall be per ASTM A53 Gr. B (35 ksi), UN.O. W O w ~ O 5 The contractor shall be responsible for compliance with local construction safety 3 Steel tubes shall be per ASTM A500 Gr. B (46 ksi), UN.O. Z o �` Z J orders. Approval of shop drawings by the architect or structural engineer shallY Q not be construed as accepting this responsibility. p 94 All wide Flange beams shall be per ASTM A992 l50 ksi), UN.O. Of � Q U � Z 6 All structural framing members shall be adequately shored and braced during 5 All other structural steel shapes i plates shall be per ASTM A36 (36 ksi), UN.O. a- 48 c9 erection and until full lateral and vertical support Is provided by adjoining Ln members. 6 All bolts shall be per ASTM A30i, U.N.D. Bolts, nuts and washers shall be galvanized, Z o O < STRUCTURAL ALUMINUM: or otherwlse zinc coated for protection from corrosion. M In F I All structural aluminum to be 6063-T52 (Fb=9,500 psi) per ASTM 8 308 p P i All bolted connections shall be tightened to "snug tight" condition as defined by AISC -� a Q J v 2 All structural welding of aluminum to be performed by certified welders in 8 All welding shall be Ei0XX (low hydrogen electrodes), performed by O C) accordance with the latest edition of AWS DI.2. certified welders in accordance with the latest edition of the American Q L) Welding Society (AWS) Dl.l Z � S All steel surfaces shall begalvanized in accordance with the ASTM A123 and ASTM A153 standards, UN.O. RESUBMITTED 0053-178-16 STRUCTURAL GENERAL NOTES 0 DEC s NTS 2 2 ZOi6 CITY OF FEDERAL WAY CDS r 0063" ALUMINUM RETURN, TYP. ALUMINUM __/ RETAINER, TYR n u u u n II II II II n u II II I II ARLON CAST FLEX II SUBSTRATE FRONT ii n u u n n n I I n u n n n n tt u u �r I I " 14 WOOD SCREW w/ 2 EMBED IN EA EXIST'G 14 STUD (16" O.C. MAX) I I I I I 0.080" ALUMINUM BACK I� I I I I I I I I I I I I I I I�I I EXIST'G WOOD STUD WALL or PARAPET I I I I I I l 14 WOOD SCREW w/ 2" EMBED IN EA. EXIST'G STUD (lb" D.G. MAX) LOGO CABINET 4".1,4" 0.063" ALUMINUM CABINET LETTER TOP CABINET LETTER i VERT. PORTION BEYOND 0.063" � CABINE' BOTT. 1�r I I I I STEEL STAND-OFF I I RING, TTP. I II I II I it 110 WOOD SCREW w/ jl I 2" EMBED IN EA. II I EXIST'G STUD (16" II I O.C. MAX) I I 'I I it I EXIST'G WOOD STUD II I WALL or PARAPET I I I I I I I I I I I " 10 WOOD SCREW w/ I I 2" EMBED IN EA. I I EX15T'G STUD (16" l O.G. MAX) CHANNEL LETTERS WALL SIGNS O 1" 3 ,,_o,. 2 r � a � 3 O c Lu � w Z Ld H w (n w J Y U Q � w � Q G w d J zo U) M U J Q =) Q I Z i (n Q U Z IL0053-178-1631 22 gay �e SBS a I 4 NOTES: O a; U SIGN DIMENSIONS ARE APPROXIMATE 2) SEE SHEET SI FOR ADD'L NOTES Orc m' ( 4) ALUM. Llxlxll 3) ALL ALUMINUM FRAME MEMBERS TO BE 0 , WELDED TO FRAME Y FULLWELDED WITH I/S" FILLET OR BUTT o c :3 WELDS p, � n y = S" DEEP ALUMINUM = LlxlxU. CABINETc m c W 0 FRAME — ALUMINUM TUBE �-- >u - A u A 4"x4"xl/a" H FINISHED GRADE II II 'a '� I/8 i IIii ii I jZl .... j ll A N A it. -_� �7 V II II CL Q o J W '1�yL7'�7I yA N ILL-- II CONC. FOOTING Q Z J CONC. PIER L !31"4 EA. WAY Y L -- _ I' -S" SQUARE TOP i BOTT. x F- < LJ Q U C] Q ALTERNATE FOOTING DETAIL o Z CI M U V) ::) J Q � a J V) Z o I Q U_ Z = U 0053-178-163 S 3 DIRECTIONAL SIGNS O 1" = ,._01 ------ ---- I --------- - ------------- - — - -- — - ---- - ---------- ------- ------------- --------------- -------- - _Qr ---------- x —1I,' " GAP EA 51r E, TTP. om EQ. EQ. E2 EQ. 0 IT -O" MAX &'-0" MAX b. IAX 1'-0" MAX] 0. I6'-0" MAX cl C) Luo c nc: --------------- ------------------- - - ------ ------ - ------- - Q < --- - --------------- 0 _j X CD uj Lo .q 0 uj F-- < LLJ C3 `- (.11 MAX 5'-O" MAX 5'-O" MAX, TY . LLJ < < —j CL < V -ell, MAX 51-0" MAX Y-611 MAX Lr) 0C 2'-0" CANOPY FI -AN Z 0 DRIVE-THRU CANOPY FLAN cr- 0053-178-16 CANTILEVERED CANOPY PLAN VIEWS S4 1/4" = l'—O" III I III I Iq i IIS - I _IIII�II II i-IIII 11 I I -_-- I IIIA _ =I NOTE. SEE III SECTION 'A' FOR III INFO. NOT SHOWN 2'-0" CANOPY SECTION C %" ALUMINUM FRONT PANEL ALUM. LIxlxli.x2" LONG BRACKET, WELDED TO FRONT PANEL AT 24" O.C. w/' 8 TEK SCREW TO FRAME la" ALUMINUM BOTT. PANEL w/ 18 TEK SCREWS o 24" O.G. TO FRAME (ALT. STITCH WELD TO FRAME) (2)' 14 x F/4" SELF- I III I FLASHING DRILLING SCREWS I hl WHERE EA. CROSS BAR TO I hI OCCURS, OUTRIGGER ALUM, CROSS BAR, I III I PER ARCH'L %" ALUMINUM TYP. OF 3 III I BEAM AND CONN. FOLDED TOP PANEL ALUM. FRAME A. I TO OUTRIGGER BY w/ 18 TEK SCREWS o SIDE OF OUTRIGGER I OTHERS 24" O.C. TO FRAME AND AT MID -SPAN III'–r — III II III II 111 II ALUMINUM $0. TUBE Ilex"A." FULLY WELDED FRAME TYP. STEEL TUBE OUTRIGGER, BY OTHERS &'-m" CANOPY SECTION __IIII II III pll II III ull II I IIII II IIII I I� I TE: NOSEE SECTION 'A' FOR INFO. NOT SHOWN DRIVE-THRU CANOPY SECTION CANTILEVERED CANOPY SECTIONS O CMU WALL / LINTEL BY OTHERS C C � u Q 4 B ZI N N � v 00 3e, uic m b� r r a a O J L) �¢ O w Z 0 w J Q `L U W 0_ Q U 2 J yy Q 48 n of Z O 1- C) U U5 :DtY J a h - Q J V) O j F- Y Q U Z IL0053-178-1631 S5 DESIGN CRITERIA: Code: Structural design is based on the International Building Code, 2012 Edition Loads: Dead Load: Signs = 10 psf Parapets = 10 psf Awnings = 5 psf Live load: Signs = 20 psf Parapets = 20 psf Awnings = 10 psf Wind: Wind loads are based on A6CE-1-10, Chapter 29 Ultimate wind speed = 110 mph (3 -second gust), Exposure: 'C' Wind importance factor, I = 1.0 Risk Category: II Internal Pressure Coefficient: 0.18 Components and Cladding: 25.0 psf in any direction Seismic: Seismic loads are based on ASCEI-10, Chapter 15 Seismic importance Factor, I = 1.0 Risk category: II Site class: 'D' Seismic design category: 'D' Ss = 1.234 Si = 0.420 SDs = 0.828 6v = 0.442 GENERAL NOTES: 1 The contractor shall verify dimensions, conditions and elevations before starting work The engineer shall be notified immediately if any discrepancies are found. 2 Structural Information shown in these plans take precedence over structural information shown on architectural or other sheets. 3 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown For other similar work and as required by the building code. 4 These calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to the existing structure shall be by others. 5 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 6 All structural framing members shall be adequately shored and braced during erection and until Nit lateral and vertical support is provided by adjoining members. STRUCTURAL ALUMINUM: 1 All structural aluminum to be 6061-T6 (Fb=19,000 psi) per ASTM B-308 2 All structural welding of aluminum to be performed by certified welders in accordance with the latest edition of AUG DI.2. FOUNDATION a CONCRETE: SHEET SHEET NAME I Foundations are designed based on presumptive bearing capacities per IBC Table 18062. SI STRUCTURAL GENERAL NOTES (Allowable vertical bearing pressure = 1500p5f, 52 DIRECTIONAL SIGNS lateral bearing pressure = 200pcf) 53 ALUMINUM AUNINGS 2 Concrete design and construction to be per the requirements of ACI -318. Concrete mixing shall conform to the requirements of ASTM C-94. 3 Concrete to achieve 28 -day compressive strength of F'c=4500 psi (Design based on Pc=2500 psi) 4 Concrete mix design to conform to the following: %4" maximum hard -rock aggregate (per ASTM C-33), Type V Portland Cement, w/c ratio = 0.45 5 Clear coverage of reinforcing bars shall be 3" UN.O. 6 Reinforcing bars shall conform to ASTM -615, Grade 60. 1 Anchor bolts shall be per ASTM A301, with size and embedment as shown on plans. 8 Retrofit anchors shall be threaded rod per ASTM A36, with diameter and embedment to match that shown on plans for cast -in-place anchors. Epoxy shall be either Hilt! HIT -RE 500 or Simpson SET -XP. STRUCTURAL STEEL: 1 All structural steel code checks based on the AISC 13th Edition. 2 Steel pipe shall be per ASTM A53 Gr. B (35 ksi), UN.O. 3 Steel tubes shall be per ASTM A500 Gr. B (46 ksi), UN.O. 4 All wide Flange beams shall be per ASTM A992 (50 ksQ, UN.O. 5 All other structural steel shapes t plates shall be per ASTM A36 (36 ksi), UN.O. 6 All bolts shall be per ASTM A301, U.N.O. Bolts, nuts and washers shall be galvanized, or otherwise zinc coated for protection from corrosion. 1 All bolted connections shall be tightened to "snug tight" condition as defined by AISC 8 All welding shall be E10XX (low hydrogen electrodes), performed by — certified welders in accordance with the latest edition of the American Welding Society (AWS) D1.1 9 9 All steel surfaces shall be galvanized in accordance with the ASTM AI23 and ASTM A153 standards, UN.O. STRUCTURAL GENERAL NOTES O NTS »i r a a � 3 O a O w O Z o Z LLJ U_ J wQ Y LG' elf L w Q U Z aW O N J Z o Q C.D M Of U) ::) J Q U Q J Z O in f- Y Q U Z 11L0053-178-1511 eNo S 9/9/15 I 2-_9" ALUMINUM LIxIxUe FRAME (4) ALUM. 1-24x4b, WELDED TO FRAME HSS2"x2"xl'/." STEEL COLUMN ALUM. L2x2x'/e CABINET FRAME ALUM. TUBE I"x2"x V&" BASE PERIMETER 'INISHED GRADE ER NOTES: 1) SIGN DIMENSIONS ARE APPROXIMATE 2) SEE SHEET 51 FOR ADD'L NOTES tln un p II % n HIM �— n n Ill—_ tl II �0 V % II 77T % II Ly �- CONC. FOOTING (2) 0 4 EA. WAY 2'-0" SQUARE TOP ! BOTT. ALTERNATE FOOTING DETAIL DIRECTIONAL SIGNS O O� m u � v4 E3 Hym r 3 O O 0f C' W Z O ul ~LL W J Y ci Q Q U W a O J Lo a L o CnO J Q ::) Q IOf (n O i 1=- Y Q L) Z JIL0053-178-151 S2 TYPICAL ALUMINUM AWNING O IV ce WRT� 7 41725 - L� 9/9/15 m r a 3 O J U ¢ W Z 0 LLj H V) W J G_ � F— Q U W a D 'n rl C) � In U J ¢ � Q J O L in < U Q — Z MILD053-178-159 S3 �t- I I I MIN. 2x6 c 16" O.C. WOOD STUD PONY WALL ABOVE I I HEADER CONT. HORIZ. Ilio" SO. X I I V LAG SCREW w/ 21,7" ia" ALUMINUM TUBE MIN. EMBED. 32" I I ALIGN w/ � OF EXISVG F STUD � I 50 Ibe. I ' 1 I " II 16 GA. Z -CLIP w/ (2)114 1i4" SQ. x 14" ALUMINUM i x 3q" TEK SCREWS TO TUBE FRAME ® Y-0" i HORIZ. TUBE, TYP. • MAX O.C., TTP. ii it I ENDS 4 ® 32" D.G. � I I LAG SCREW o EA. FRAME w/ 3" MIN. EMBED. IN SOLID it I HEADER u v,I ( WOOD HEADER BY TYP. II I/ I OTHERS 340 ba. n i " DIAGONAL I I Q MEMBER ONLY AT jdi ENDS (NO VERT. 9 i' OR HORIZ. FRAME I I GONT. HORIZ. 14" SO. x MEMBERS) I I ALUMINUM TUBE f, I I T.P ve I I ' I I TE I HORIZ. MAY I I ALL DIMENSIONS ARE APPROXIMATE. CANT' I ANTL TO I 2) PROVIDE SUPPORT FRAME SHOWN 3'-0" 2'-0" S TO SUPPORT MAX O.C. 4 AT 2'-0" MAX FROM ENDS END DIAGONAL 3) CONNECTIONS TO AND ADEQUACY OF BUILDING STRUCTURE TO BE VERIFIED BY OTHERS FOR THE REACTIONS SHOWN. 2'4" MAX TYPICAL ALUMINUM AWNING O IV ce WRT� 7 41725 - L� 9/9/15 m r a 3 O J U ¢ W Z 0 LLj H V) W J G_ � F— Q U W a D 'n rl C) � In U J ¢ � Q J O L in < U Q — Z MILD053-178-159 S3 January 25th, 2017 From: Russell Hatfield CRHO Architects 195 S "C" Street , Suite 200 Tustin, CA 92780 Phone: (714) 832-1834 To: Andrew Norton Building Inspector/Plan examiner City of Federal Way Community Development Department Re: Chick-fil-A — Federal Way # 3392 Address: 32075 Pacific Hwy, Federal Way, WA 98003 I reviewed the attached plans from National Sign and they are acceptable to me with respect to the structural loads imposed on the building and the connections to building elements. Sincerely, Russell Hatfield Principal, CRHO Architects, Inc ------------ Date: 12/29/16 Client: Uni-Structures Inc Si n: Chick Fil A #3392 Proiect Description City, State: Federal Way, WA SHEET: 1 OF 3 Overall Height: 15-0" MAX Sean M. McFarland, P.E. Wind Speed 110 mph McFarland Enoineerino 32075 Pacific Highway Table of Contents ME Job: 37537E -SIGNED by Sean MCFarlandbntent: Page Design Loads...................1 CUSTOM DESIGN Connection Design ............... 1-3 Overall Size: 6-0" x 6'-11 1/2" x 9'-1" OAH Approx. Installation Details ............... (Numbered Mounting Height: 15-0" MAX Separately) Mounting Style: Canopy Structural Variables and Code Loading Specifications Sign Type: canopy . Code: 2015 IBC Existing Wall Material: other -------- Wind Speed: 110 --------- Sign Weight Per Foot: 1.15 Wind Exposure: C V Wind i_cads rer ASCE 7-10 Connection Design WL » 1.0 DL, Therefore WL Governs. Using ASCE 7-10 (Simplified Procedure) Topography: Homogeneous I = 1.15 (Table 6-1) Exposure: C lambda = (Figure 6-3, Exp. C, height="' ft) Enclosure: Enclosed Zone = 5 (End -Wall - Worst Case) Structure: Components and Cladding Effective Wind Area = 10 Sq. Ft. Building: Category III Net Wind Pressure = (Figure 6-3) Total Load Pnet = (lambda)" I*Pnet(30) Pnet= -40.49 PSF Pnet (Uplift) _ -20.25 PSF Assume T6061 of Equivalent Aluminum Tube Sign Loads Area Pressure (Suction) Total Sign Area (Uplift) 49.34 FT^2 -20.25 PSF Total Weight of Canopy - 150 LBS, Therefore 393 LBS Net Uplift Total Sign Area (Horizontal 1) 5.00 FT^2 -40.49 PSF Total Sign Area (Horizontal 2) 30.00 FT^2 -40.49 PSF Force -999 LBF -202 LBF Parallet to Traffic (1.0 Shape Fac) -850 LBF Perpindicular to Traffic (.7 Shape Fac) (3) Horizontal Supports in Canopy Framing - T6061 Framing Moment for Uplift - 3.17 FT Worst Case Uplift Moment - 5420 LB FT, Sxx Req'd Each Support - 1.92 IN^3 , Use: 7" x 2" Channel (Sxx = 4.59 in^3) (1) Vertical Support Moment (Worst Case Perpindicular to Traffic) - 9'-3" Centriod Worst Case Horizontal Moment - 14652 LB FT, Sxx Req'd Each Support - 5.79 in^3, Use: TS6x6x1/4" Min. Sxx = 9.54 in^3) (46 ksi Steel) -------------- Date: 12/29/16 --- ------- City, State: Federal Way, WA SHEET: 3 OF 3 Client: Uni-Structures Inc Overall Height: 15'-0" MAX Sean M. McFarland, P. Si n: Chick Fit A #3392 Wind Speed 110 mph McFarland En ineerii 32075 Pacific Highway ME Job: 37537 Baseplate Design - TS6x6 A36 Steel Fy= 36ksi D = 6.00 IN E70 Electrodes Fw= 928 #/in/16th e= 1.00 IN A307 A.B.'s Ft=20 ksi b= 6.00 IN # of Bolts = 4 Dia. Bolt 1 d = 6.00 IN Column Mom = 20,072# -FT (Combination WL + DL) Baseplate t = 1.00 IN P Bolt = M * 12 (in/ft) 10,036 # < 15,700 # 2 bolts (D + e + t) t req'd = [ (6*P*e*2 bolts) / (.75*Fy(D + 2 * t) ) ]^1/2 .747 IN < 1.00 IN Weld = M * 12 (in/ft) 5.41 16th's < (2) 3.00 16th's Fw (b*d + D^2/3) USE: (4) 1" Dia. Bolts (Min.) w/ V Baseplate (Min.) Weld to Support with (2) 1/4" Fillet Welds Matchplate Design - TS6x6 A36 Steel Fy= 36ksi D = 6.00 IN E70 Electrodes Fw= 928 #/in/16th e = 1.00 IN A307 A.B.'s Ft=20 ksi b= 6.00 IN # of Bolts = 4 Dia. Bolt 0.5 d = 6.00 IN Column Mom = 5,420 #-FT plate t = 0.50 IN P Bolt = M * 12 (in/ft) 2,891 # < 3,926 # 2 bolts (D + e + t) t req'd = [ (6*P*e*2 bolts) / (.75*Fy(D + 2 * t) ) ]^1/2 .428 IN < 0.50 IN Weld = M * 12 (in/ft) 1.46 16th's < 4.00 16th's Fw (b*d + D^2/3) USE: (4) 1/2" Dia. Bolts w/ 1/2" Matchplate. (Min.) Weld to Support with 1/4" Fillet Welds I, FOOTING. DETAIL ELEVATION 2'-5" DIA. SCALE: 1' = 1'-0" LEAN PLOWABLE GROUT BETWEEN BASEPLATE & FOUNDATION 1"x14" STEEL BASE PLATE WELDED AT ALL SURFACE TO 6%1)"x.125" SUPPORT PYLON (8) #4s Vertical #4 Ties @ 12" O.C. (6) #4S VERTICAL #4 TIES 0 12" QC. PLATE WASHERS ON STRAIGHT THREADED RODS' — CONC. FOOTING TO BE 25COPSI 0 28 GAYS 1"x14" STEEL BASE PLATE WELDED AT ALL SURFACES TO 5"x6"x.125" SUPPORT PYLON C . - (;1 FOOTING DETAIL SCALE: 1/2" = 1'-0" M113M300 Lnd 1h. 17—Web: Ph: 281 i 813-7439 Email: Sean@signstrudures.com wvnv.signstructures.00m CHICK FILA 3392 Address: 32075 PACIFIC HIGHWAY ENGINEERING OF VERTICAL SUPPORTAND FOUNDATION ONLY. NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Drawing: (37316)AB Revision (3753T) AB CNylStale: FEDERAL WAY, WA S—.1fa1 six„ D -w, Client. UNI -STRUCTURES INC f a f - CURB 2'—h" DIA. CONC. FOOTING TO BE 250OPSI @ 28 -DAYS TNe*Vbm - aypeame on hn aoameMx-es .uV—i by Sean M. Mce—. PE m Cxe—N, 2016. Dale: 12-29-2016 Sheet #: 2 OF 2 NC Fem Registalon F-1136 Washington License Number: 44317 Washington Espiraton Date: 1211112018 ME #: 37537 ' JM4 WAUMIUNt (t5r JIY1t: j SP250OLP SPEAKER (BY OTHL > - ALJMINUM MENU BOARD FRONT ELEVATION VIEW SCALE: 3/4' = V-0" \�— ALUMINUM CASE COVER F,'-112' 7" , 1'-5{ " C—CHANNEL CANOPY 'OR, A" FOR J LED "RED/GREEN" LIGHTS 1'-0" SLOPE TOWARD REAR FOR (LIGHTS BY SIGNAL TECH) WATER DRAINAGE FOR MORE DFTAII S SEE TIGHT COVER DRAWINGS MENU -BOARD `:17F/ARFA STA.'ISTICS: - CAI MENU BOARD (2) F- - - - - -- ENGINEERING OF VERTICAL SUPPORT AND FOUNDATION ONLY, NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Dravdng: (37316)AS (3)7x2" Channel (Min.) LEFT I/ENU: (MBT TRIM S17F 27"x45}") AI.IIMINUM C CHANNFI. STAINLESS STEEL COVER ON ALUM. ANGLE STOPS - 2'-8j"-j"Wx4'-2j"H (CABINET DIM.) CANOPY 7CP (MENU DIM.) CLEAR AIN PLASTICS P99 - '118 SF (TOTAL CABINET AREA) NON -GLARE ACRYLIC SHEET 92" TS6x6xl/4" Steel 'MENU ROTATES IG IDENTICAL CABINET/MLNU ON RLVLRESE Tube Support SIDE �t CURTAIN AT FACH SIDE OF MENU RIGHT MENU (MBT "RIM SIZE 27"x4q') (MODEL LAI60-24S-W, SOFI WHITE - 2--N"-j"Wx4'-2g"H (CABINET DIM.) 3'-21g" 5700K, 24V- DC, RANK B) - 2'-18"Wx;'-8"H (MFNIU DIM.) ALJMINJM VENT - - 11.18 SF (TOTAL CA3INET AREA) (IVF. 2 PER CABINEI) - 800 SF (TOTAL MENU AREA) **MENU ROTATES TO IDENTICAL CABINET/MENU ON REVERESE SID ALUMINUM MENU BOAR) SOUTHCO F3-15-35 IDCK 14.72 (COMBIN J TOTAL CABINEI AREA) WITH 90-3 COVER \ ) 34.13 ('COMBINED T01AL MENI, AREA) (KEY F3 .5 -15) it, "CURB PGP OVERLAY [RAM-: 2' 2;}" VISUAL OPENING - ' 2j Wx4'-3f H (FRAME DIM.) I Flu m 88 SF (10 AL MENU AREA) ALUMINUM CAGE COVER n SIDE ELEVATION VIEW -3/4" '1 SCALE: V-0" v, V 0 I I l , ' JM4 WAUMIUNt (t5r JIY1t: j SP250OLP SPEAKER (BY OTHL > - ALJMINUM MENU BOARD FRONT ELEVATION VIEW SCALE: 3/4' = V-0" \�— ALUMINUM CASE COVER F,'-112' 7" , 1'-5{ " C—CHANNEL CANOPY 'OR, A" FOR J LED "RED/GREEN" LIGHTS 1'-0" SLOPE TOWARD REAR FOR (LIGHTS BY SIGNAL TECH) WATER DRAINAGE FOR MORE DFTAII S SEE TIGHT COVER DRAWINGS /� McFazland l�/� 11112;�o w* v. n�aa.�,e.�n D,. na..„... rrc ncoR MENU -BOARD `:17F/ARFA STA.'ISTICS: - CAI MENU BOARD (2) F- - - - - -- ENGINEERING OF VERTICAL SUPPORT AND FOUNDATION ONLY, NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Dravdng: (37316)AS NEODYMIUM MAGNETS WITH LEFT I/ENU: (MBT TRIM S17F 27"x45}") STAINLESS STEEL COVER ON ALUM. ANGLE STOPS - 2'-8j"-j"Wx4'-2j"H (CABINET DIM.) (MENU DIM.) CLEAR AIN PLASTICS P99 - '118 SF (TOTAL CABINET AREA) NON -GLARE ACRYLIC SHEET 92" - B.50 ;I NOTAL MLNU AR%Jt) 'MENU ROTATES IG IDENTICAL CABINET/MLNU ON RLVLRESE - {19) ROWS OF "BITRO LATTICE" LED SIDE CURTAIN AT FACH SIDE OF MENU RIGHT MENU (MBT "RIM SIZE 27"x4q') (MODEL LAI60-24S-W, SOFI WHITE - 2--N"-j"Wx4'-2g"H (CABINET DIM.) 5700K, 24V- DC, RANK B) - 2'-18"Wx;'-8"H (MFNIU DIM.) ALJMINJM VENT - - 11.18 SF (TOTAL CA3INET AREA) (IVF. 2 PER CABINEI) - 800 SF (TOTAL MENU AREA) **MENU ROTATES TO IDENTICAL CABINET/MENU ON REVERESE SID ALUMINUM MENU BOAR) SOUTHCO F3-15-35 IDCK 14.72 (COMBIN J TOTAL CABINEI AREA) WITH 90-3 COVER \ ) 34.13 ('COMBINED T01AL MENI, AREA) (KEY F3 .5 -15) *'MENU AREA TOTAL INCLUDES TOP RSD/GREEN LED SIGN "CURB PGP OVERLAY [RAM-: - ' 2j Wx4'-3f H (FRAME DIM.) - 8 Wal'-9g"H (MENU DIM.) Flu 5.28 SF (IDIAL FRAME AREA) 88 SF (10 AL MENU AREA) ALUMINUM CAGE COVER n SIDE ELEVATION VIEW -3/4" SCALE: V-0" /� McFazland l�/� 11112;�o w* v. n�aa.�,e.�n D,. na..„... rrc ncoR Ph: it sea13-7439 Email: lean@signstructures.com Em Web: vrmv.signstruclures.com CHICK FILA 3392 Address. 32075 PACIFIC HIGHWAY City/State FEDERAL WAY, WA F- - - - - -- ENGINEERING OF VERTICAL SUPPORT AND FOUNDATION ONLY, NO CABINET ENGINEERING PROVIDED OR IMPLIED. Initial Dravdng: (37316)AS Revision (37537)AB s..,,u„at svr, 0osxn Eoe�wwr g5ermcn Client: UNI-STRUCTURESINC ihaekshonx seal aauap,e . on tta docuweM was w�rea ev Sean u. nxFane. rs ss. sols. Date: 12-29-2016 Sheet #: 1 OF 2 NO Firm Regstraeon F'1136 Washington Lanse Number. 44317 Washngon Expirabon Data 1711112018 Date: 12/29/16 City, State: Federal Way, WA SHEET: 2 OF 3 Client: Uni-Structures Inc Overall Height: 15'-0" MAX Sean M. McFarland, P.E. Sign: Chick Fil A #3392 Wind Speed 110 mph McFarland Engineering 32075 Pacific Highway ME Job: 37537 Foundation: (Constrained) Drilled Pier Pier Footing Design: Select the footing and soil type. d = ( 4.25 ( P h / S3 B)) ^ .5 Footing: Round Vert. Soil Bearing (psf): 150 Lat. Soil Bearing (psf): 1500 Mmax = 20,072 #-FT Pmax (Lateral) = 1,584 # LSBP = 150 PCF S1 = 670 PCF X d d = 2.500 FT For use with Round Footing A= 2.21 FT12 h = 12.672 FT d = 6.745 FT USE: 2.50 FT. RND. X 7.00 FT DEEP PIER Soil Bearing Check: Dl -max = 450 LBS Area of Footing = 3.14 FT^2 Actural SBP = 17 PSF Allowable SBP = 500 PSF (Includes code allowed 20% increase for every foot of footing below 12" into natural grade.) 143 PSF < 500 PSF THEREFORE OK General Notes 1 Contractor shall verify all dimensions and conditions on job site 2 Structural steel pipe shall conform to ASTM A53 grade B type E or S, Fy=35 ksi min. 3 Structural steel tube shall conform to ASTM A500 grade B, Fy=46 ksi min. 4 Structural steel shapes and plates shall conform to ASTM A36. 5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E70XX electrodes. 6 Isolate Aluminum from Steel 7 All bolt holes to be drilled or punched. 8 2500 psi (min) 28 day concrete compressive strength 9 All electrical work to conform to the requirements of UL48 and section 600 of NEC. 10 UL and Data labels required 11 Sign to be a minimum of 6 -ft horizontal & 12 -ft vertical from high voltage wires. STRUCTURAL CALCULATIONS FOR SIGN POLE FOOTING UPGRADE CHICK-FIL-A 32075 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WA 98003 SITE SPECIFIC LATERAL AND VERTICAL ANALYSIS AND DESIGN (DO NOT REUSE) FOR CAPITOL SIGN AND AWNING PROJECT #17124 BY MC SQUARED, INC. RYAN EGOLF REVIEWED BY JAMES K. FARLEY, PE, SE K. w A Sy�gt`i p�9Gc 47199 (� rUHAL��` Gti "NNAt FILE RESUBMITTED MAR 2 8 2017 CFTY OF FEDERAL WAY COMMUNITY DEVELOPMEN7 O o m �C) �C O a�. ..� 0 once o�D O r rz _ RESUBMITTED MAR 2 8 2017 CFTY OF FEDERAL WAY COMMUNITY DEVELOPMEN7 SCOPE: CLIENT REQUESTED STRUCTURAL ENGINEERING TO PROVIDE LATERAL AND VERTICAL ENGINEERING FOR A SIGN POLE FOOTING UPGRADE IN KING COUNTY, WA. BASIS OF DESIGN IS DRAWINGS PROVIDED BY CLIENT. NO ANALYSIS AND DESIGN OF BRACING, TEMPORARY OR PERMANENT, REQUESTED OR CONDUCTED. ALL BRACING, TEMPORARY AND PERMANENT, SHALL BE RESPONSIBILITY OF CONTRACTOR. LOADS: 2015 IBC/ASCE 7-10 VERTICAL: SIGN DL= 10 PSF POLE DL= 25 PLF LATERAL: WIND: 2015 IBC, PER ASCE 7-10, SECTION 26. RISK CATEGORY I, OPEN, 110 MPH EXPOSURE B. SEE ATTACHED WIND CALCULATIONS. APPROX. MEAN HT = 25' SEISMIC: 2015 IBC, PER ASCE 7-10, SECTION 12, RISK CATEGORY I, IMPORTANCE FACTOR I = 1.0, SITE CLASSIFICATION D, DESIGN CATEGORY D OMEGA= 3.0 R= 2.5 SPECIAL CANTILEVER COLUMN, USE BOTH DIRECTIONS. COEFF= 0.345 STRENGTH LEVEL, 0.242 SERVICE SOILS: ASSUMED VALUES PER TABLE 1806.2, 2015 IBC ga = 1500 PSF. 300 PCF, PASSIVE PRESSURE 1/3 SOILS INCREASE PER IBC SECTION 1806.1 MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 Job: By: Sheet: Page of ca: i V �4 {� I }... ca: V �4 MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 Date: By: Sheet: Page of MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 J Date: Sheet: Page of MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: By: FAX (360) 352-2044 Sheet: MC SQUARED, INC. Job:_ OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:_ FAX (360) 352-2044 Sheet: 3/22/2017 Design Maps Summary Report MM Design Maps Summary Report User -Specified Input Report Title 17124 - Chick-Fil-A Sign Wed March 22, 2017 22:34:39 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.31330N, 122.315691W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.294 g SMS = 1.294 g Sos = 0.863 g Si = 0.496 g SM1 = 0.746 g So, = 0.497 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. NICEa tResPonsc Spectrum f eriUj, T (3°c) a9 11.. 197 O.al 1J. l2 acs � aas rt y; O.r?J J.UJ i7essgn #tespunse Spectrum Peno,,i, T (e'-'^) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https:/Iearthquake.usgs.gov/cnl/designmaps/us/sum mary.php?tem plate= mi ni m al&latitude=47.313297&longitude=-122.315685&siteclass=3&riskcategory=0&ed... 1/1 Title Block Line 1 Project Title: Lateral Distributed Loads (klf) You can change this area Engineer: Project ID: using the "Settings" menu item Protect Descr: Lr : Roof Live and then using the "Printing & k/ft k Title Block' selection. k k/ft Title Block Line 6 S: Snow Printed: 27 MAR 2017, 1:13PPd Pole Footing Embedded In SOII g k FIe=C\Users\ryane\DOCUME 1\ENERCA-1\17124--1.EC6 k 0.0720 k/ft ENERCALC, INC. 1983-2017, Build:6.17.2.28, Ver:6.17.2.28 t.rtSQUARE k k/ft Description : Existing Footing H Lateral Earth k Code References k 0.13 Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 0.0 1.000 Load Combinations Used : IBC 2015 21.600 5.13 General Information 671.2 1.330 Pole Footing Shape Rectangular 0.000 0.13 Pole Footing Width ............. 36.0 in 0.0 1.330 1.080 -� 4.63 Calculate Min. Depth for Allowable Pressures 605.6 1.330 No Lateral Restraint at Ground Surface i Allow Passive .................. 300.0 pcf --" i Max Passive ................... 1,500.0 Psf _.__.._._...... ------ .-.._.... -_................. __...-........._______ .__ Controlling Values j Governing Load Combination: +D+W+H f� Lateral Load 1,440 k j§ Moment 21.60 k -ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 669.19 Psf Allowable 671.23 Psf Minimum Required Depth Footing Base Area 9.0 ftA2 Maximum Soil Pressure 0.0 ksf�� _._... --........... .... .- ------------ _.... _... ...................... ........ _ _ ....pip Applied Loads Lateral Concentrated Load (k) 0.000 Lateral Distributed Loads (klf) Vertical Load (k) D: Dead Load k k/ft k Lr : Roof Live k k/ft k L . Live k k/ft k S: Snow k k/ft k W: Wind k 0.0720 k/ft k E : Earthquake k k/ft k H Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface ft 25.0 it BOTTOM of Load above ground surface 5.0 ft Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+W+H +D+E+H +D+0.750Lr+0.750L+0.750W+H 0.000 0.000 0.13 0.0 0.0 1.000 0.000 0.000 0.13 0.0 0.0 1.000 0.000 0.000 0.13 0.0 0.0 1.000 0.000 0.000 0.13 0.0 0.0 1.000 0.000 0.000 0.13 0.0 0.0 1.000 0.000 0.000 0.13 0.0 0.0 1.000 1.440 21.600 5.13 669.2 671.2 1.330 0.000 0.000 0.13 0.0 0.0 1.330 1.080 16.200 4.63 602.3 605.6 1.330 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 27 MAR 2017, 1:1: ---_._ .......... _____ ...__ .. ....___.._ ._._.._... _.........____._._... ._... I�@ FOOtICI Embedded In SOIL File =C:\UsersVyanelD000ME-1\ENERCA-1\17124--1.E1 Footing ENERCALC. INC. 1983-2017, Build.6.17.2.28, Ver.6.17.2, KW -06005122 7ticenswi MC SQUARED, soription : Existing Footing +D+0.750L+0.750S+0.750W+H 1.080 16.200 4.63 602.3 605.6 1.330 +D+0,750L+0.750S+0.750E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0.60D+W+0.60H 1.440 21.600 5.13 669.2 671.2 1.330 +0.60D+E+0.60H 0.000 0.000 0.13 0.0 0.0 1.330 . IVIC SQUARED, INC. OLYMPIA, WASHINGTON 08508 (360)754-9339 FAX (360) 352-2044 } Date: By: — ___---_ i F- ! / � | ! ! | ! | _i_!___] MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 J Date: By: Sheet: Page of F FILE m Q "w ........... '.�- -ia z � w � w � z LL.ons WME' LU z co -� o LU z = G8 o z Z Q z J Z A O 3c , � Q � U LU , 6 N O t J C? Jz � -------------------1 J O J =U) W J w Q QUW 0 to M �Q r"o z OD zO 7 Q N 71,3 co FILE m Q z � w � w � z LL.ons WME' LU z co -� z O LU z = G8 o z Z Q z J Z O O � Q � U LU O U J C? Jz J O J =U) W J w Q QUW 0 to M �Q r"o z OD zO 7 Q 71,3 co r M r j FILE m Q LL.ons WME' Ln I W -- cuuman av N W Qi Al t m X u1) 73 JU Ic 3 v wv I v uw Zv O NW1-�Jy3 M wu Ut rit �4 alo S� It, R V PERMIT #: 16 -104804 -00 -SG ADDRESS: 32025 Pacific Hwy S PROJECT: Monument/Wall Sign CHICK-FIL-A DATE: 9/28/16 w LUU Uj big B a s N wN CIO w C44U LL cl- LL w p c.n6 �J WV z- 2U OW Q'j ooh �LU ZZ p� ��Q.� o Va" U HCl, 3Z 2W • J "aU �o z W a c Im N ■� Z or-� Qorn Q r; rn DG O of E �IL 6) 20 oM cc c000 E� O I=, C' V v @jw ■� �.N2c,) IW W \Y 9Y�NLD aoo•_r` Zica ODOD °'Eo OI{ r F� 0) Y + Y + Y + Y +— Y +Z Y o + Z m (t9 ¢ z ¢ zz Q z Q 1z Y S AMH NNE e+y Y Y LL �} Y Y Z L Y z = w O cQv m I � + Y y �& o m V) Y Y 1 l Y 1-_______________________J a x. 4 O b I . �s -. �s - -. W4 U) Q¢ Z z Z m (t9 ¢ z ¢ zz Q z Q 1z iii N _ 0 U pill co o to z z W p z = w O cQv m U) w z I Ell w z w z ® U w z l 1 Ali b I . �s -. �s - -. W4 U) U) 0 ui Z Z CD C/) > U) LLJQ M U to z z z Q W p z = w O z m U) w z z L Ell w z w z ® U w z 0 AV ,'' w16; W *o W W U z W C +.+ �. VV W� ZE' UOW ,J F.Qh C9�t1 's2 2W JV Q0 Q Co o �N W 04 W Ci- LL LU p u R d CO) U. Y Q LL m Vz z LU lu U Of COT - c face N 0 z In U O Lc r W W v RA �a 0 CL CL 4 c V --.-�,....--- -----Y Scope of Work ' �a,.��F�W ' p e ' ' WeYs Fargo � — --- -- — S 320th St tA 1 C & kaf' 1 Y America REFACE D/F ILLUM. MONUMENT SIGN TENANT PANEL' S Commons Y 1 VS 8—k 1 1 rx,k of America Y 1 1 � 1 1 1 1 Mary's TY Y Y / Y �.--------.------53�.$L Y uare VICINITY MAP ALL NEW SIGNAGE TO CONNECT TO CLIENT PROVIDED ELECTRICAL CIRCUITS CHICK-FIL-A - Federal Way, WA. - Site Plan SCALE: NTS RECEIVED SEP 2 8 2016 C -TTY OF FEDERAL WAY _-CDS National Sign ,Nis s n irdended to be in accordance wd h Rwlslons: Project: Chick Fi! A#3392 Pacific Client Approval: therequiremenhoflutide60Qofthe r�e..`�ro... �—�. Ymsar+ meodn;flsa__ Drawing Number National Eledrical Code and/or other 07114QM st ws—WARM1r0.mchwprom.w.eew.. c & MARKETING CORPORATION Address: 32075 Pack Hwy, FederaiWay, WA98003 appicablelocalcaThis "ISJGfaA�k�PmA' (law) — 26641 13580 5th St., Chino, CA 91710 groundngand bondingofthissign. is Tel 909.591.4742 Fax 909.591.9792 Phone: Account Mgr. S. Rosenbloom RIO e-mail: sales @nsmc.com Designer: Duffy, S. Scale: Noted Date: 06/25115 Date: c OELECTRONIC SIGNS r(li Lic# 745030 - EVc 01/31/18 11 OA C•�F = 2��2 5,A 0.1 i 104' NEW 5'-0"ILLUM."CHICK-FIL-A" CHANNEL LETTERS SIGN �®------------------- ----- __--.-- _.___ North Elevation SCALE: 3/32" =1'-0" sA 5AA .� 17Z 0 b NEW 6-1" ILLUM. CHICK-FIL-A" ICON LOGO CABINET NEW WINDOW VINYL NEWAWNING South Elevation SCALE: 3/32" =1'-0" National Sign & MARKETING CORPORATION 13580 5th St., Chino, CA 91710 Tel 909.591.4742 Fax 909.591.9792 e-mail:sales@nsmc.com Lic# 745030 - Exp. 01/31/18 CITY OF FEDERAL WAY Project: Chick fil-A# 339? -Pacific Way Client Approval: Thi �n v ded�'to b; in gccvdanq Wh Revisions: _ N Drawing Numberriffrorts _ Address: 32075PacificH ,FedetaIWa WA9$t)03 NationalElearkol(odeombmot r me,r.ammmroummus"�� (y ap0(dlbk locsl codes, Th s incluks proper reW�en�t= � C L` A Phone: _ Account Mgr. _ S. Rosenbloom _ — grounin6� andiwndingofThissign. — Designer: -Dulty,s. Scale: --- NQted-_. Date:. Date: _ ELECTRONIC SIGNS West Elevation SCALE: 3/32" =1'-0" G Sad= 58.-1 NEW 5'-0" HALO-ILLUM. "CHICK-FIL-A" CHANNEL LETTERS ON BACKER SIGN NEW SINTRAADDRESS NUMERALS East Elevation SCALE: 3/32"= V-0" SEP 2 8 ZU1b CITY OF FEDERAL WAY National Sign Project: cN&� Eii A�y,�92 aadfic�ela�c Client Approval: � i �d a[a ot'ki nos_taut. ; _Revisions: _ --- Drawing Number _ — �p 'ha i uamar� o A7aa 506 r +Fe r�-,d.ec:naer m ic1 EI �tntcl C ce �n t'�r ole ��--•-+--+^-�a.�..om.r.a�amroommma¢�Ywti�orend .� �_ �� _ & MARKETING CORPORATION Address: 99075 Pacific Hn FederBl.Way,WA 800 PP6ut4 Lol �' 'hn+'IddesP'uF"'' 1Crw—pind ~. 26641 13580 5th St., Chino, CA 91710 Phone: _ ___ Account Mgr. _S Rosenbloom -- ---" —"- R11 Tel 909.591.4742 Fax 909.591.9792 Designer: D iv" S`Scale: Noted__ Date: 06/25/15 ease: p rs U ELECTRONIC SIGNS e-mail: sales @nsmc.comr(fJ 9 Lis# 745030 - Exp. 01 /31 /18 11'-9" , ` .�✓ 1--------------------� 1 � 1 1 1 040ALUMINUM STIFF -ARM 1 � ' SUPPORT REVEALS 1 1 ' PAINTED TO MATCH 1 � MOUNTING SURFACE COLOR ------------------------------ a -------- �--------- ---- ; .n L�---------------------------------' AREA: 58.75 SQ. FT. iiio NEW 5'-0" ILLUM. "CHICK-FIL-A" CHANNEL LETTERS SIGN AREA: 35.15 SQ. FT. S STRAIGHT LINES Specifications: BODY: S/F CUSTOM FABRICATED ALUMINUM CABINET CONSTRUCTED OF .040 FOR USE WITH WOOD OR EFS WALL WITH .080 ALUMINUM BACKS. ALUMINUM RETURNS MECHANICALLY SYSTEMS FASTENED TO BACKS. INTERIOR OF SIGN TO BE PAINTED MATTE WHITE. FACES: 3/16" ROHM & HAAS #2793 RED 3/8" DIA. THREADED L!i � 11'-9" , ` .�✓ 1--------------------� 1 � 1 1 1 040ALUMINUM STIFF -ARM 1 � ' SUPPORT REVEALS 1 1 ' PAINTED TO MATCH 1 � MOUNTING SURFACE COLOR ------------------------------ a -------- �--------- ---- ; .n L�---------------------------------' AREA: 58.75 SQ. FT. iiio NEW 5'-0" ILLUM. "CHICK-FIL-A" CHANNEL LETTERS SIGN AREA: 35.15 SQ. FT. S STRAIGHT LINES Specifications: BODY: S/F CUSTOM FABRICATED ALUMINUM CABINET CONSTRUCTED OF .040 FOR USE WITH WOOD OR EFS WALL WITH .080 ALUMINUM BACKS. ALUMINUM RETURNS MECHANICALLY SYSTEMS FASTENED TO BACKS. INTERIOR OF SIGN TO BE PAINTED MATTE WHITE. FACES: 3/16" ROHM & HAAS #2793 RED 3/8" DIA. THREADED ACRYLIC OR EQUIVALENT. TRIM CAP: 1' TRUE RED JEWELITE TRIM CAP BLOCK OR EIFS WALL SYSTEMS (ADHERED VIA WELD ON RETURNS) RETURNS: 5" DEEP RETURNS PAINTED TO MATCH MOUNTING SURFACE COLOR STANDOFF: 3/8" STAND OFF HARDWARE. REGISTERED: 3/16" CLEAR LEXAN FLAG WITH 3M 3632-53 CARDINAL RED VINYL 3/8" DIA. HILTI HIT ROD APPLIED FIRST SURFACE ATTACHED TO BACK OF 'A DISCONNECT- ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT ILLUMINATION: RED LED LIGHTING WITH REMOTE " TRANSFORMERS, FOR USE WITH MASONRY AND BRICK. ALL WIRING & COMPONENTS TO WITH HY20 ADHESIVE MEET U.L. STANDARDS R & H 279313M RED 3632-53 SW 7541 GRECIAN IVORY SIGN A MP 33047 / CMU BLOCK - GROUND FACE NATURAL SIGN B MP 572 / HARDIE PLANK TIMBER BARK SIGN C MM PAINT INTERIOR OF CAN MATTE WHITE ALL PAINTS TO HAVE SEMI GLOSS FINISH CHICK-FIL-A S/F LED ILLUMINATED CHANNEL LETTERS SCALE: V =1'-0" MOUNTING REGISTRATION MARK: 3/16' CLEAR LEXAN 3M 3632-53 CARDINAL RED (OREQUIVALENT) VINYL® APPLIED FIRSTSURFACE FACE: ROHM&HAAS #2793 3/16" RED TRANSLUCENT ACRYLIC OR EQUIVALENT RENDERING COLORS ARE FOR REFERENCE ONLY. ALL MATERIALS SHOULD BE MANUFACTURED TO COLOR SPECIFICATIONS. 14 MOUNTING AND ELECTRICAL PENETRATI NOTE: THRU-BOLT FASTENERS ARE THE PREFERRED METHOD FOR ATTACHMENT FASTENER SCHEDULE FOR USE WITH WOOD OR EFS WALL 3/8" LAG SCREW SYSTEMS 1-1/2' MIN PENETRATION (EXCL. TIP) 3/8" DIA. THREADED FOR USE WITH WOOD, CONCRETE 11 7- ROD BLOCK OR EIFS WALL SYSTEMS 3/8" RED HEAD L.D.T. FOR USE WITH CONCRETE BLOCK, (LARGE DIAMETER BRICK OR CONCRETE TAPCON) EMBED A MIN OF 2 112" 3/8" DIA. HILTI HIT ROD FOR USE WITH CONCRETE WITH HY150 MAX EMBED A MIN OF 2" ADHESIVE " 3/8" DIA. HILTI HIT ROD FOR USE WITH MASONRY AND BRICK. WITH HY20 ADHESIVE EMBED A MIN OF 3 3/8". Im �f 3/8" DIA. HILTI HIT ROD FOR USE WITH CONCRETE BLOCK �l WITH HY20 ADHESIVE EMBED A MIN OF 2". FOR USE WITH CONCRETE, MASONRY x (,' 318' DIA. HILTI HLC AND BRICK. e Vii. SLEEVE ANCHOR EMBED A MIN OF 3 3/8". INSTALLER SHALL VERIFY THAT FASTENERS CHOSEN ARE SUITABLE WITH WALL CONDITIONS OM ALUM NUM BACK G C To SUPPLY PRIMARY POWER SOURCE ALL COMPONENTS TO BE LLL -LISTED&APPROVED /_WESTRM TRANSFORMER RQX STANDOFF �,,. SEE FA87ENER SCIEXLE AS��]J POWER SUPPLY 'W'X.OW WEEP COVER LT WEEP HOLF WWILBLDG FA4CA LED ILLUMINATED CHANNEL LETTERS (TYR) E National Sign This sign &mended to be in accordance With RBViSiOnS' Project: Chick -FI -A# Pacific Client Approval: heegNirememsatMcebooafthe .�„�,,,�Y,�—�,"a - Drawing Number— Net. Electrical (ode and/oro[W niiems�ra��d,d1-aw��.N�.ee�. � & MARKETING CORPORATION Address: 32075 -Pacific Hwy, Federal Way, WA 98D03 app cable local codes. This includes proper mmm is x.r,��A�+mPt>awo 26641 ! = - g oundingand bonding of this sign. m ars see.�sy — R 13580 5th St., Chino, CA 91710 Phone: Account Mgr. S. Rosenbloom flo'09'AlSS_AOd, X11— . R10 Tel 909.591-4742 Fax 90 .5 .9792 msmonu.Sa-AddserltpobyPan --- e-mail: sales @nsme.com Designer: Duffy,S._ Scale: Noted Date: 06125115 Date: �L,,;e0505091AW ELECTRONIC SIGNS Lic# 745030 - Exp. 01/31/18 0 in N Lo AREA: 58.75 SQ. FT. AREA: 35.15 SO. FT. 8 STRAIGHT LINES SDecifications: BODY: SIF CUSTOM FABRICATED ALUMINUM CABINET CONSTRUCTED OF .063 FOR USE WITH WOOD OR EIFS WALL RETURNS WITH .080 ALUMINUM Client Approval: FACES PAINTED TO MATCH SYSTEMS. MATTHEWS 10252 RED. ALUMINUM _ z RETURNS ARC WELDED TO FACES. 1-112" MIN PENETRATION (EXCL. TIP) INTERIOR OF SIGN TO BE PAINTED 3/8" DIA. THREADED MATTE WHITE. BACKS TO BE CLEAR POLYCARBONATE. ILLUMINATION: WHITE LED LIGHTING WITH REMOTE 318" RED HEAD L.D.T. TRANSFORMERS. SPACERS: 1" SPACERS PAINTED WHITE. REGISTERED: 3M 3632-53 CARDINAL RED VINYL TAPCON) APPLIED FIRST SURFACE TO ger: Dui S. Scale: Noted Date: os_�5�1s___ Designer: BACKER. BACKER: 2" DEEP .090 ALUMINUM PAN BACKER WITH HY150 MAX PAINTED WHITE. DISCONNECT: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH WATERPROOF BOOT ALL WIRING & COMPONENTS TO MEET U.L. STANDARDS CARDINAL RED MATTHEWS PAINT MP 10252 MATTHEWS #N6425SP WHITE NEW 5'-0" HALO-ILLUM. "CHICK-FIL-A" CHANNEL LETTERS ON BACKER SIGN CHICK -FILA SIF LED ILLUMINATED CHANNEL LETTER SCALE: W =1'-0" r(lo 5jC� �-Yt�c�.r►�e"t5 0Yv 5Z NOTE: THRU-BOLT FASTENERS ARE THE PREFERRED METHOD FOR ATTACHMENT FASTENER SCHEDULE CITY OF FEDERAL WA1' FOR USE WITH WOOD OR EIFS WALL lf_� Client Approval: 3/8' LAG SCREW SYSTEMS. Drawing Number _ z & MARKETING CORPORATION 1-112" MIN PENETRATION (EXCL. TIP) 3/8" DIA. THREADED FOR USE WITH WOOD, CONCRETE ROD BLOCK OR EIFS WALL SYSTEMS. 13580 5th St., Chino, CA 91710 318" RED HEAD L.D.T. FOR USE WITH CONCRETE BLOCK, groundingondbonding ofthis sign. (LARGE DIAMETER BRICK OR CONCRETE. 611 TAPCON) MBED A MIN. OF 2 12". ger: Dui S. Scale: Noted Date: os_�5�1s___ Designer: 318' DIA. HILTI HIT ROD FOR USE WITH CONCRETE. WITH HY150 MAX EMBED A MIN. OF 2". ELECTRONIC SIGNS ADHESIVE 318' DIA. HILTI HIT ROD FOR USE WITH MASONRY AND BRICK. WITH 14Y20 ADHESIVE EMBED A MN. OF 3 3/8". A 3/8" DIA. HILTI HIT ROD FOR USE WITH CONCRETE BLOCK. `) WITH HY20 ADHESIVE EMBED A MIN. OF 2". 3/8" DIA. HILTI HLC FOR USE WITH CONCRETE, MASONRY AND BRICK. 'Y SLEEVE ANCHOR EMBED A MIN.OF 3 318". INSTALLER SHALL VERIFY THAT FASTENERS CHOSEN ARE SUITABLE WITH WALL CONDITIONS 3" _ 1" 2„ 1" SPACER PAINTED WHITE__ d BUILDING FASCIA PERSPECTIVE VIEW Lic# 745030 - Exp. 01/31/18 CITY OF FEDERAL WA1' National Sign Project: cnida-Fil-A# �sA2 - Pacific L 1 ays Client Approval: This a q in?ended ro he in nccatinnce with �e,e unemennofAmd9 600 of Revisions: _ Drawing Number _ z & MARKETING CORPORATION Address: 3275 Pacific Huw, FecdPral Wad WA98Qi)3 Nafio wl Eledd(ol Code ond/or other oppl(ablek(al(odes This indudesproper 2fifi41 = 13580 5th St., Chino, CA 91710 Phone: - Account Mgr. S. Rosenbloom groundingondbonding ofthis sign. 611 _ Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com ger: Dui S. Scale: Noted Date: os_�5�1s___ Designer: � a � - ELECTRONIC SIGNS Lic# 745030 - Exp. 01/31/18 NEW 5'-1' ILLUM. "CHICK-FIL-A" ICON LOGO CABINET W/ TAG FACE VIEW AREA: 25.84 SQ. FT. SDecifications: CABINET: INTERNALLY ILLUMINATED SIGN CABINET. FACES: ARLON CAST FLEX SUBSTRATE WITH CARDINAL RED #3630-53 TRANSLUCENT VINYL OVERLAY WITH WHITE SHOW THRU. RETAINER: ALUMINUM TENSION RETAINER PAINTED MATHEWS RED MP 10252. RETURNS: 8' DEEP ALUMINUM RETURN PAINTED MATHEWS RED MP 10252. ILLUMINATION: 800MA HO FLUORESCENT LAMPS PLACED ON CENTER FOR EVEN LIGHTING. DISCONNECT: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT ALL WIRING $ COMPONENTS TO MEET U.L. STANDARDS C-- — MATHEWVINYLS RED MP 10252 SEMI -GLOSS – – WHITE NEW SIF ILLUMINATED ICON LOGO CABINET SCALE: W =1'-0" Project: hickwFil-A#3392-P ficW Client Approval: this nintendedtobgjownionceWh National —` PP the le�gulre�nants of Article 600 of tle Address: 32075 Pacific H Fe I .... A 98003 Nafia wl Eleunaal lode and m other & MARKETING CORPORATION —yrW appkablakgIcodes.%indadesproper 13580 5th St., Chino, CA 91710 Phone: Account Mgr. S. Rosenbloom grounding and banding ofPoissign, Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com Designer: 1h&j_ S. SCale:Noted - Date: 06!25/15 Date:r(fA Lie# 745030 - Exp. 01/31/18 8" rN SIDE VIEW FLUORESCENT V WAG FO.TC.S EVE V t Y E WELDED SIGN FRAME TTSWR AS NEEDED WIM BOOT RIVCBnET SECTION DETAIL iTYP.) 16 Drawing Number - — - —` 26641 = � _ - - - - = E R11 _ ELECTRONIC SIGNS G.0 to supply primarypower source ALL COMPONENTS 0–sr— I U.L. LISTED– APPROVED �USINUM -- WALL RRETA I TENSI J ? BOX EMT .OBD ALUMINU BACK RIGID CONDOR TO PRIMARY ARLON CAST FLIX SUBSTRATE ELECTRONIC BALLAST FLUORESCENT V WAG FO.TC.S EVE V t Y E WELDED SIGN FRAME TTSWR AS NEEDED WIM BOOT RIVCBnET SECTION DETAIL iTYP.) 16 Drawing Number - — - —` 26641 = � _ - - - - = E R11 _ ELECTRONIC SIGNS Specifications: CABINETS: FABRICATED .080 ALUMINUM 8" DEEP, WITH ALUMINUM ANGLE FRAME CABINET PAINTED MATTE BLACK. FACES: ALUMINUM FACE ROUTED OUT AND BACKED UP WITH WHITE #7328 ACRYLIC WITH APPLIED FIRST SURFACE 3M RED #3632-53 TRANSLUCENT VINYL BACKED UP POST: 4"X4" SQUARE STEEL TUBE POLE PAINTED MATTE BRONZE. ILLUMINATION: INTERNAL F30T8 CW/HO FLUORESCENT LAMPS SWITCH: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT TRY TO KEEP DIRECTIONALS 5'-0" FROM CURBS WHEREVER POSSIBLE TO INSURE VEHICLES WILL NOT HIT THEM. ALL COMPONENTS TO BE U.L. APPROVED 3M RED 3632-53 - MATTHEWS MP 74155 SV SATIN DARK BRONZE MATTHEWS #N6425SP WHITE / ROHM & HAAS #7328 ACRYLIC 2'-7%" drive Pai drive P„,r t h r u t h r u Fifir exit Ffii exit FABRICATED ALUMINUM SIGN CABINET INTERNALLY WI F30T8 CWHO FLUORESCENT LAMPS W/ 1"X 1"X Ya' ALUMINUM ANGLE FRAME TRANSLUCENT 3M RED 3632-53 i r z v e - •080 ALUMINUM ROUTED thru OUT BACKED UP FACES PAINTED MATTHEWS #N6425SP WHITE 3.18 sq f1 -4” X 4" ALUMINUM TUBE CHICK -FILA - NEW D/F ILLUMINATED DIRECTIONAL SIGNS SCALE: 3/4" = V-0" $- 8 NEW D/F ILLUM. DIRECTIONAL SIGN to NEW D/F ILLUM. DIRECTIONAL SIGN 2" DIA. VENT ON BOTH SIDES ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT RECEIVED SEP 2 8 2016 CM OF FEDERAL WAY r,nS National Sign Project: hi k.Fil-A# 1.399 - Paejfir. way this sign intended to 6e io accordance lith R@YISIOflS: = = = j . C Client Approval: ,W, anemenhofMiclo6oQafthe .�,„� Drawing Number eG (PPyi14�Ge. y�;eM•.•v,.¢ra eurmip ¢n "¢n..,.aMr.L.• Address: unn Paas Hwv. Federal Wa WA 98003 National Electrical Ivdcal[os. M includes sssrww _ & MARKETING CORPORATION — �— • �- oppGcabklaalcodes.Thamdadesproper /fb`G4•� 13580 5th St., Chino, CA 91710 Phone: Account Mgr. S. Rosenbloom groundingondlondingofthissign. L 6 Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com Designer: , S. Scale: --Noted_ Date: 06125/15 1 11 Date:— _ __ sP„s � = ELECTRONIC SIGNS r(lo Lic# 745030 - Exp. 01 /31 /18 II:All A' 5'-1'W 4'-103/" VO 0 Specifications: CABINET: EXISTING FACES: NEW WHITE POLYCARBONATE WITH TRANSLUCENT VINYL APPLIED FIRST SURFACE. ILLUM.: EXISTING. ALL WIRING & COMPONENTS TO MEET U.L. STANDARDS 3M VINYL #3632-53! WHITE REFACE D/F ILLUM. MONUMENT SIGN TENANT PANEL REFACE D/F ILLUMINATED MONUMENT SIGN TENANT PANEL SCALE: 1"= 1'-0' I E�( R�FAC*E This s n intended fo be in accordance wrth R@VISYOOS' ■ Project: Chick -171A# 3392 Pacific Way Client Approval: 9 Drawing Number _ National Sign n pp the requirements of drtide 600 of the wn&'n r_awP„s�,. « g & MARKETING CORPORATION Address: 32075pacifiC H Federal Way, WA_98003__ _ National a loaf c dos Thisiand/or °fire ter, sa Wi+ app imble local odes. of includes proper D-15 So P_ V, +a+ 26641 A � 13580 5th St., Chino, CA 91710 _-_-_-_- proundmpandbondingofthissign - � � Phone: Account Mgr. S Rosenbloom �1��- Tel 909.591.4742 Fax 909.591.9792 �+�MAW..q,� R10 e-mail: sales @nsma.com Designer: ❑UftS`&MIS: Noted Date:__ 06/25115 Date:._—_ YA='°–M-A&=r(fj - -___ ELECTRONIC SIGNS Lie# 745030 - Exp. 01/31/18 �,Aa>d W tP NEW It NEW Il NEW ILLUM. AWNINV SURVEY REQUIRED PRIOR TO MANUFACTURING Specifications: t1 U-13" X 4'-6n X 2'-6" ILLUMINATED AWNING: STRAIGHT AWNINGS: MANUFACTURE AND INSTALL NEW ILLUMINATED WEDGE AWNING WITH 1%"X1'/,X1/8"ALUMINUM SQUARE TUBE WITH VERTICAL SUPPORTS PAINTED MATTE BLACK STARTING FROM 7-0" OF THE SIDE OF THE AWNING. AWNING FRAME TO BE COVERED WITH BLACK AWNING MATERIAL, NOTE: NEWAWNINGS TO BE ILLUMINATED USING EXISTING LIGHTING SYSTEM. INSTALLAWNING USING EXISTING STRUCTURE AND METHOD -SURVEY REQUIRED - 6007 60' SUNBRELLA CHARCOAL TWEED AWNING MATERIAL - MATTE BLACK / MP 929 NEW AWNING SPECIFICATIONS SCALE: NTS r(fj NT. HORIZONTAL 1'/."X1'/.X1/8" ALL "X1'/,X1/8"ALUMINUM TUBE FRAME -0" MAX O.C. TYR 'XIKX1/8"ALUMINUM TUBE FRAME X O.C., TYR DIAGONAL MEMBER ONLYAT END (N( OR HORIZ. FRAME MEMBERS) CONT. HORIZONTAL 1'/<"X1'/.X1/8" ALU BOTT. HORIZ. MAY CANT'L UP TO 2'-0" TO SUPPORT AND VERTICAL EACH AWNING TO HAVE 4 SUPPORT FRAMES LIGHT FIXTURE @ MIDDLE DOOR BELOW AWNING @ 8'-1"AWNING TO CLEAR DOOR BY ONE INCH MINIMUM. 6 @16" O.C. WOOD 'ONY WALL ABOVE :R. .BS. �, kG SCREW W/ 2'/Z" JM EMBED. J.C. ALIGN W/ STING STUD !-CLIP W/ (2) #14 X 3/4" TREWS TO HORIZ. TYR @ ENDS & 32" O.C. HEADER BY OTHERS LBS. >, AG SCREW @ EACH W/ 3" MINIMUM EMBED. ID HEADER NOTES: 1) ALL DIMENSIONS ARE APPROXIMATE. 2) PROVIDE SUPPORT FRAME SHOWN T-0" MAX. O.C. & AT 2'-0" MAX FROM ENDS 3) CONNECTIONS TO AND ADEQUACY OF BUILDING STRUCTURE TO BE VERIFIED BY OTHERS FOR TH" IONS SHOWN. National Sign & MARKETING CORPORATION 13580 5th St., Chino, CA 91710 Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com Project: ChickFiLA#3392 Pacific Way Address: 32075P-acific Hwy, Federal Way, WASIM-1 Phone: Account Mgr. 8- (nRosenbi00 Designer: Duffy, S__ SC81e: Noted 08te: 06MIS Client Approval: --_--__-- Deb; 9 � "ai"Ir'er�n�iamde6DOothe Not.. Electrical (ode and/orother avgiaable local codes. This includes proper 9mundingandbondingofth¢sign �Sp 9 UO R OS' _ 15 � �5=A* sa,m .�. - `°� �°d-- •"�- Drawing Number 26641 RIO - LIC# 745030 - Exp. 01/31/18 ELECTRONIC SIGNS o� ALUMINUM C -CHANNEL CANOPY TOP ALUMINUM PYLON COVER ALUMINUM POP SIGNAGE COVER (OPTION 1) CAMERA (BY OTHERS) HOUSING TO HAVE SMOKED PLD( COVER DM4 MICROPHONE (BY OTHERS) I ALUMINUM MENU BOARD '250OLP SPEAKER (BY OTHERS) ALUMINUM CAGE 5'-6" 2' 2" COLOR NOTES 1. POWDER COAT TO MATCH SW 15402 'MATTE BLACK TEXTURED" 1'-3' PYLON COVE 2. POWDER COAT TO MATCH SW 15403 'GRAY' PAINT ALL HARDWARE, PINS, BOLTS, WASHERS , TO MATCH 'MATTE BLACK TEXTURED" 9 MENU BOARD ANGLE SET PIN ALUMINUM CAGE COVER _jotaJ Uis�I 45i *0 OPTIONAL POP OVERLAY FRAME: CURB - 1'-2Nx4'-3i"H (FRAME DIM.) 1'-11" - 8"Wx2'-9j"H (MENU DIM.) - 5.28 SF (TOTAL FRAME AREA) - 1.88 SE (TOTAL MENU AREA) 70 MATTE BLACK TEXTURED DRIVE THRU CANOPY AA\ \ob\A5 6WI\\ CJS- ' ' ��C C%�� fi, ryi �� 1 ✓15� �`i l AY R I i m n SEP 2 8 2016 DRIVE THRU CANOPY WITH MENU BOARD O BE FABRICATED BY OTHERS) _ ,NOTE. ALL WORK TO COMPLY WITH 2013 CALIFORNIA ELE� L E (CECT SCALE: 1/2"= 1-0" — — Project: Client Approval: Thlssi nintendedrobeinaccardancewith Revisions: National Sign 1 : Chick -A# 3392 - Paac Way pp ' he requirements of Artide b00 ofihe r , , Drawing Number = _ — = C sr,o.a.cw+r .'—r�•w*— a National Electrical Code ori other &MARKETURGCORPORATION Address: 3207.5PacificIhw_Federal Way, WA98003 a ppicablelocalodes.Thisinclodespmpe 26641 13580 5th St., Chino, CA 91710 Phone: ACcount Mgr. S. Roseni)ioofi gaundingandbondingofrhasign-- Tel 909.591.4742 Fax 909.591.9792 MZ=S R10 — e-mail: sales @nsmc.com Designer: Duffy, -S. Scale: Noted Date: _06/25115 Date:r(fj _ - ELECTRONIC SIGNS Lic# 745030 - Exp. 01/31/18 _ C'CHANNEL CANOPY TOP, }' PER 1'-O' SLOPE TOWARD REAR FOR Y WATER DRAINAGE LED 'RED/GREEN' LIGHTS ALUMINUM PYLON (UGHTS BY SIGNAL -TECH) COVER j' CLEAR P99 NON -GLARE MENU -BOARD SIZE/AREA STATISTICS: ACRYLIC SHEET LEFT MENU: _ (19) ROWS OF `SERO LATTICE' LED - 2'-8i'-1 Wx4'-4'11 (CABINET DIM.) _ CURTAIN AT EACH SIDE OF MENU (MODEL LAT60-24S-W, SOFT WHITE - 2'-1j"Wx3'-8"H (MENU DIM.) 650OK, 24V -DC, RANK B) QE� - 11.18 SF (TOTAL CABINET AREA) - 8.50 SF (TOTAL MENU AREA) o **MENU ROTATES TO IDENTICAL CABINET/MENU ON REVERESE SIDE In .n RIGHT MENU: m - 2'-Q'-5J'Wx4'-4'H (CABINET DIM.) ALUMINUM MENU BOARD - 2'-1;'Wx3'-B"H (MENU DIM.) - 11.18 SF (TOTAL CABINET AREA) SOUTHCO E3-15-35 LOCK - 8.50 SF (TOTAL MENU AREA) WITH 90-3 COVER (KEY E3-5-15) **MENU ROTATES TO IDENTICAL CABINET/MENU ON REVERESE SIDE LEFT MENU TO HAVE DOUBLE PIN STOP TO ALLOW MENU TO TOTALS: BE SET AT A 6' ANGLE IN TOWARDS CENTER OF PYLON - 44,72 (COMBINED TOTAL CABINET AREA) - 34.13 (COMBINED TOTAL MENU AREA) MENU AREA TOTAL INCLUDES TOP RED/GREEN LED SIGN - MENU BOARD ANGLE SET PIN ALUMINUM CAGE COVER _jotaJ Uis�I 45i *0 OPTIONAL POP OVERLAY FRAME: CURB - 1'-2Nx4'-3i"H (FRAME DIM.) 1'-11" - 8"Wx2'-9j"H (MENU DIM.) - 5.28 SF (TOTAL FRAME AREA) - 1.88 SE (TOTAL MENU AREA) 70 MATTE BLACK TEXTURED DRIVE THRU CANOPY AA\ \ob\A5 6WI\\ CJS- ' ' ��C C%�� fi, ryi �� 1 ✓15� �`i l AY R I i m n SEP 2 8 2016 DRIVE THRU CANOPY WITH MENU BOARD O BE FABRICATED BY OTHERS) _ ,NOTE. ALL WORK TO COMPLY WITH 2013 CALIFORNIA ELE� L E (CECT SCALE: 1/2"= 1-0" — — Project: Client Approval: Thlssi nintendedrobeinaccardancewith Revisions: National Sign 1 : Chick -A# 3392 - Paac Way pp ' he requirements of Artide b00 ofihe r , , Drawing Number = _ — = C sr,o.a.cw+r .'—r�•w*— a National Electrical Code ori other &MARKETURGCORPORATION Address: 3207.5PacificIhw_Federal Way, WA98003 a ppicablelocalodes.Thisinclodespmpe 26641 13580 5th St., Chino, CA 91710 Phone: ACcount Mgr. S. Roseni)ioofi gaundingandbondingofrhasign-- Tel 909.591.4742 Fax 909.591.9792 MZ=S R10 — e-mail: sales @nsmc.com Designer: Duffy, -S. Scale: Noted Date: _06/25115 Date:r(fj _ - ELECTRONIC SIGNS Lic# 745030 - Exp. 01/31/18 _ T-6" SIDE VIEW 3"X3" SQUARE TUBE INSTALL LOAD BEARING NYLON BLOCK IN END OF -1x'A TUBE TO PREVENT JG TUBE NOTE TO INSTALLERS: INSTALL (3) CARRIAGE BOLTS FROM BOTTOM-UP (AS SHOWN) 6"X6" SQUARE TUBE 3/4" 3/8" FOOTING BASE PLATE BACK OF CU 14"X14"X1/2" PLATE W/6" DIA. HOLE IN CENTER AND FOUR (4) 3/8" DIA. HOLES IN EACH CORNER4" FROM CENTERAND FOUR (4) ANCHOR SUPPORTS. INIMUM 3" ALUMINUM F THREAD CAGE COVER '/" 3'-0" 4" 3� ^ GRADE FROM 1 6 OTT BOM OF CURB TOP OF CONCRETE SET 2'-3" 2" BELOW TOP OF CURB FOR 9'-0" CLEARANCE W/ IUR J BOLT 6" EXPOSED ANCHOR CAGE ICHOR I L__-. WHITE TOP VIEW IPPORTS MATTE BLACK TEXTURED CLEARANCE ARM SUR I i It SCALE: 1"= V-0" - DRIVE-THRU CLEARANCE ARM FRONT VIEW CHICK-FIL-A - NEW CLEARANCE ARM (TO BE E FABRICATED BY OTHERS) SCALE: 112"= V-0" SPECIFICATIONS: SEP 2 ?Oi6 CLEARANCE ARM COPY: i NOTES: TO BE FABRICATED BY OTHERS TO BE PAINTED MATTE BLACK TEXTURED. (kAL f/VAY CLEARANCE COPY TO BE WHITE OPAQUE HIGH PERFORMANCE VINYL APPLIED FIRST SURFACE. STANDARD HEIGHT ACCORDING TO CLEARANCE, DRIVE THRU GRADE TO BOTTOM OF CLEARANCE BAR. HEIGHT OF CAGE WILL NEED TO BE ADJUSTED TO ACCOMMODATE THE DISTANCE BETWEEN THE BAR AND GRADE. THERE MUST BE AT LEAST 3" OF BOLT THREAD ABOVE BASE PLATE. NationalSmign This sin intended to be in accordance with ROWSIOns: Project: Chick Fil A#3392 ParJfiCW Client Approval: ther uirennentsofAdide6DOofthe Drawing Number = & MARKETING CORPORATION Address: 32075 PaCifiC HWy Fededai Way, WA98003 Npp is al Elect Cade aisle odes proper X15 x �� w �w app amble local cases. This includes — — sir c 13580 5th St., Chino, CA 91710 g ounding and bonding of this sign. s =�� - - - 26641 Tel 909.591.4742 Fax 909.591.9792 Phone: Account Mgr. S. Rosenbloom— - RIO Ofi(M16 sneat..m,x�bR,m -- e-mail: sales @nsme.com Designer: Duffy, S. SCele: Noted Date: 06/25/15_—. 11 Dace: �� °m1°' — ELECTRONIC SIGNS GYI4m"r(fj Sa:n"nlw,tp"W Lic# 745030 -Exp. 01/31(18 0 C' CHANNEL ALUMINUM FASC►IA41 0" ALUP.41NUP1 FASCIA 36 0" North Elevation SCALE: 3/32" =1'-0" I ae -e _ o c� cAP - I ,= ow az�_ www w www■ ■twwwPi iiiwwwwiw■ii�www� .��I wwww■ _ �wwwwwwww�ww■ i ■ -* U! =�'.k South Elevation - --- - -- SCALE: 3/32" =1'-0" r(oNational Sign & MARKETING CORPORATION 13580 5th St., Chino, CA 91710 Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com Lic# 745030 - Exp. 01 /31/18 RECEIVED SEP 2 8 2016 CITY OF FEDERAL WAY Project: GhickfilA3392-P_acificJcYay Client Approval: This sign intendedtnbeinaaodancewith Revisions: _- Drawing Number PP he requiremerds of Anide 60g oT the ma M ^� NafianalEledtdcol(odeand/orother �_ Address: 19Pacif�cHwy Federa1VVayrwAQRGG3 appbdohlebdalrodes.Thisindudesproper 26'641 grounding and banding of this sign. R 11 Phone: __ Account Mgr.. s Rasanbloom ADDENDUM 1 ELECTRONIC SIGNS Designer: pu4 S Scale: Noted Date:_ o62M5 Date: cis C' CHANNEL ALUMINUM FASCIA 43'-0" ALUMINUM FASCIA West Elevation__ SCALE: 3/32" = 1'-0" East Elevation SCALE: 3/32" = V-0° Tb. 6� ,o ,zo ba _ .... ._... I see � =� �i SEP 2 8 2016 CITY OF FEDERAL WAY rns Project: Chc-m-3392 wiRevrisioPns• er'P��aX — Client Approval: th DrawingNumb ationa Sign e = anep:EYmo�N.ekx Ca GfaK�'rv51G^� JfiY1Hlfi Sa krmx�Wy; � �_ ■ � � � � NationolElectn(alCode and/orother ,cream. �. _ro, aso u avdd,ue __ & MARKETING CORPORATION Address: 3207.5,Pacifi.-Hwy._Federal_Way,WA.98003 applicablelocal codes. This includes proper - --- 26641— �� A — - — = 13580 5th St., Chino, CA 91710 Phone: – - _ Account Mgr. _ _S._RimentllQtJtri__ — – – grounding and bonding of this sign R11 174'9'LO 5 Same..+d�mw.� r�■c _ _. Tel 909.591.4742 Fax 909.591.9792 T-'�p�— - —- e-mail : sales @nsmc.com Designer: Duffy, S. Scale: _-Noted- Date:__ 06/25/15. Date:� � Q �ma��.�..... _- ADDENDUM 1 ELECTRONIC SIGNS Lic# 745030 - Exp. 01/31/18 13 ELO. CMU CAP NIIETAL ROOF DECK RE, S13ZJCTLQAL 4. WHITE ROOF IVIENMAIIIE OVB2 TAPERED RIGID NISILLATION! - TYP. 8' SEALED CONCRETE BLOCK WALL STEEL JOIST Re STPLCTL92AL R-30 BATT INSLILATION 6'h&7AL STILDS 160-C. 6• METAL JOISTS • 9215 STzJCTLJ2AL 16' O.C. Q5 STRJCTI CAI —GYPSLU SI-EATHM CEILING WALL TILE BEYOND Re INTERIOR ELEVATION AV CURTAIN Q15 NOIECPANICAL RE STQIJCTL2AL L BREAK KETAL WRAP TO MATCH STOREFRONT DOVE T .. u WINDOW PE, 6a3DRIVE THRU ? RIGID INSt.LATION IV RS STRI.ICTLJZAL Wall Section at Drive Thru Wall Section at Drive Thru SCALE: 3/8"= V-0" RECEIVED SEP 2 8 2016 CITY OF FEDERAL WAY CDR - I 0- `4 1, gn intended to be in mcordance Revisionm Project: Chick-F!-AgM - Pacific Way Client Approval: Drawing Number National Sign "I _1iIemerrtSofMide600ofthe NoN., Elearical Code cn&of at* & MARKETING CORPORATION AddreSS: 32075 Pacific -Hwy, Federal, Way, WA 98MI_ oppicable local codes . This iricludes proper o,*wtmw=PywPo 13580 5th St., Chino, CA 91710 grounding and banding of this sign 2664 Phone: Account Mgr. _.S_ R enblooM— M_��Pqw_- Tel 909.591.4742 Fax 909-591.9792 Wo. c * R10 e-mail: sales @nsmc.com Designer: Duffy, S. Scale: Noted Date: 06/25/15 Daft: --- ELECTRONIC SIGNS r(fj LiC# 745030 - EXP. 01 /31 /18 National Sign Project: Chick -R -A# 3392 - Paclf -Wa - Client Approval: PP.q. intended f be in accordance ahe with Revlslons: Drawing Number egwremenh of lutide 660 of the moos '.p..� d-or,.lY.... 618.8.. �.......�� m Address: 32075 Pacific H F pool Electrical Code and/or other mnuQs s¢m."' ...m°,m �.....+...+ & MARKETING CORPORATION , bg4- ede4 Way—WA WA 98003 -- a p icable loco! codes. This includes proper o7m=15 x L•rt� na.�s /16641 13580 5th St., Chino, CA 91710 Phone: _ - _ -_ Account Mgr. _ _ S. Rosenbloom grounding and bonding of this sign. Tel 909.591.4742 Fax 909.591.9792 mm� s �:�.�-��-� RIO e-mail : sales @nsmc.com Designer: -Duffy,;S__ Scale:_ Noted - Date: _ _ 06125/15 oats: s O — — r(fj Lic# 745030 - Exp. 01/31/18 11 ELECTRONIC SIGNS so R IRK �A 61I1IL0 &W alp" .eAnrc 810000 &W BIp.AI sAwes Be o OOm1AAR 1lfK r AlTK 6RDs . W OG AB!fK sOOr 0®C 16 sIR.�1�C�IW�AL 4rJ.14Ii IlfK 4o0" 0R r IRK sRDs. ®sICd1OTlYK 0 -TWiR WW WiR WOr I WWRAW HC N i lB1A,TgN-M, IOitM! OV6t TA"® 41G0 M1A110N-TTP. 61m.O6T 06 s�R1LMK Now -Bie(i .G6i BD 6TNJOIliH1 FW "TT M TIOM P-iO MTT "BAATp�I �p r IRK enne .roc 0 m0 scAnar IAY�.I AOO1lR/L Odla K U. AOOIJSR'x CIN W R ALLA11Y dIO®SVMf 0.+ MmlOft eLVATb! POQ YlBs TTP! ILL.." Bromp9 m ® MOM WXW10116 N7Q 0.AW TTR' ENTRY T- KITCHEN Well" W rt"WM ar ILfK enne ..ala .!W= �2 Entry PTO. RAOR rpm. n4w Io P.Bi eG®ll! ao 10tchen RECEIVE® SEP 2 8 2016 Wali Section at Entry and Kitchen -_ : _. OTT1f OF FEDERAL WAY - SCALE: 1/4"= 1'-0" - - r• rr• r r• r r r r •r r r• r r r: r r I r .,. ,. ,...,, � r• rr• r I r� ar I �� National Sign Project: Chick -R -A# 3392 - Paclf -Wa - Client Approval: PP.q. intended f be in accordance ahe with Revlslons: Drawing Number egwremenh of lutide 660 of the moos '.p..� d-or,.lY.... 618.8.. �.......�� m Address: 32075 Pacific H F pool Electrical Code and/or other mnuQs s¢m."' ...m°,m �.....+...+ & MARKETING CORPORATION , bg4- ede4 Way—WA WA 98003 -- a p icable loco! codes. This includes proper o7m=15 x L•rt� na.�s /16641 13580 5th St., Chino, CA 91710 Phone: _ - _ -_ Account Mgr. _ _ S. Rosenbloom grounding and bonding of this sign. Tel 909.591.4742 Fax 909.591.9792 mm� s �:�.�-��-� RIO e-mail : sales @nsmc.com Designer: -Duffy,;S__ Scale:_ Noted - Date: _ _ 06125/15 oats: s O — — r(fj Lic# 745030 - Exp. 01/31/18 11 ELECTRONIC SIGNS — 1001 1 PREFMSFEO ALLMALM CANOPY ` En OWNER •--------.--- — -------•+------------------------------ ------------------------------ BACK! ROD a SEALANT A, M STOREFQCNT �4" FULLY RECESSED 3000K -- LED COLOR TEMP LIGHT (900 LUMENS MINIMUM) PROVIDE SELF -ADI -ERM FL.As-ZING - I-EAD, JAMBS SAM slur 09 Canopy Detail RE AND s Canopy Detail & Window Sill Detail SCALE: 1 W = 1'-0" 8• SEALED CONCRETE ALLMIN.M STOREFRONT BLOCK WALL r------ r• --- -——------------------------------------------------- ---- — __------------------------------------------------11/4• THIN SHEET OF ANODIZED ALUMINUM 26 CAGALVANIC METAL FLAB ON TOP OF CANOPY TO REFLECT LIGHT BACKER ROD a SEALANT ' TO THE WINDOW r — — — — — — - -- --------------------- 114!ALJMNSLU BENT PLATE BY 3. 1 OWN62 1 � i 1 1 W STRUCTU2AL ! 1 ._. -- ----------- _g O• BOW W • — 1 1 T 1 r 1 \ OUTR166EiZ — e 0 ' O MAI ' 4'-6• — 1 1 — 1001 1 PREFMSFEO ALLMALM CANOPY ` En OWNER •--------.--- — -------•+------------------------------ ------------------------------ BACK! ROD a SEALANT A, M STOREFQCNT �4" FULLY RECESSED 3000K -- LED COLOR TEMP LIGHT (900 LUMENS MINIMUM) PROVIDE SELF -ADI -ERM FL.As-ZING - I-EAD, JAMBS SAM slur 09 Canopy Detail RE AND s Canopy Detail & Window Sill Detail SCALE: 1 W = 1'-0" 10 Window Sill Detail RECEIVED SEP 2 8 2016 FEDERAL WAY - Cr)s National Sign Project: a�c_Wsy __ __- Client Approval: the rsign i men ed to be in f Article 6W of whh Re sions:— , .- ,-+.-�- e. -.-..� 4„�— Drawing Number . Chick Fil A# 3392 P 9 National Elednwl Code and/or other uh, M0.0 e,++a.n & MARKETING CORPORATION Address: 32075 PaC&C J4Wy,Fede.LWft WA 98003 _ opp icable local codes. This includes proper e7=0+5 x Q=P�XMmPYW112m: 26 ounwo 641 13580 5th St., Chino, CA 91710 Phone: Account Mgr. �_-RQsenbIQQna—. grounding and bonding of this sign. 15' m — R10 ` Tel 909-591.4742 Fax 909.591.9792 --- -- e-mail: sales @nsmc.com Designer: Duty&-_SCale: Noted Date:.- 06125/15— Data: � � O �;; ' . ,gym "°`°°-° -- -_--__ ELECTRONIC SIGNS r(fj Lie# 745030 - Exp. 01/31/18 ALLMIN.M STOREFRONT THIN SHEET OF ANODIZED ALUMINUM 26 CAGALVANIC METAL FLAB ON TOP OF CANOPY TO REFLECT LIGHT BACKER ROD a SEALANT ' TO THE WINDOW r — — — — — — - -- --------------------- CANOPY OUTIVGM WELDED ------------- ! i ' TO METAL PLATE BY G.C. i 1 W STRUCTU2AL ! , 1 ._. -- ----------- _g O• BOW W • — 1 1 1 ' 1 ` 1 ' 1 r m b r 1 1 ' 1 5/8' GYPSLM SFEAT I I. 1 1' STUCCO ( 1 1 WALUMNUM PLATE --j 1------------ -- — — — — — — — — — — - ---------' 10 Window Sill Detail RECEIVED SEP 2 8 2016 FEDERAL WAY - Cr)s National Sign Project: a�c_Wsy __ __- Client Approval: the rsign i men ed to be in f Article 6W of whh Re sions:— , .- ,-+.-�- e. -.-..� 4„�— Drawing Number . Chick Fil A# 3392 P 9 National Elednwl Code and/or other uh, M0.0 e,++a.n & MARKETING CORPORATION Address: 32075 PaC&C J4Wy,Fede.LWft WA 98003 _ opp icable local codes. This includes proper e7=0+5 x Q=P�XMmPYW112m: 26 ounwo 641 13580 5th St., Chino, CA 91710 Phone: Account Mgr. �_-RQsenbIQQna—. grounding and bonding of this sign. 15' m — R10 ` Tel 909-591.4742 Fax 909.591.9792 --- -- e-mail: sales @nsmc.com Designer: Duty&-_SCale: Noted Date:.- 06125/15— Data: � � O �;; ' . ,gym "°`°°-° -- -_--__ ELECTRONIC SIGNS r(fj Lie# 745030 - Exp. 01/31/18 TAN ROOF MEvBRANE OVER TAPPERED RIGID INSULATION (2) 2X6 PRESSURE TREATED CONTINUOUS BLOCKING - 6 _ ?.O. CHANNEL STAND AD ALUMINUM UM STANDARD ALLXv11NJM Y� METAL DECKING RE STRUCTURAL 5/8' GYPSUM SHEATHING WATER RESISTIVE RAIN SCREEN BA1212162 I' X 1 1/7 SUPPORT BATTENS • 16' O.C. HAl2DIE TRIM RAINSCRE1 — 8' METAL FRAMING • 16 O.C. RE STQLCTURAL PREFINIS-I® ALUMINUM CANOPY BY OWNER DRAIN ® Roof Edge Detail Roof Edge Detail SCALE: 1'/z' = 1'-0" r(fjNational Sign & MARKETING CORPORATION 13580 5th St., Chino, CA 91710 Tel 909.591.4742 Fax 909.591.9792 e-mail: sales @nsmc.com Lic# 745030 - Exp. 01 /31 /18 2X6 TREATED NAILER DUROLAST 4' VINYL COATED DRIP CORRUGATED METAL RAINSCREEN FASTEIM TO 4' 20GA. METAL STRAP • V-60.0. W/ 21/7 SQUARE DRIVE SCREWS • 16' O.C. WATER RESISTIVE RAIN SCREEN BARRIER 5/8' GYPSUM SHEATHING 20 GA GALVANIZED METAL FLASHING — 6'-0' CANOPY OUTRIGGER BY GC. RE STRUCTURAL BREAK METAL WRAP TO MATCH STOREFRONT BY OWNE32 27-1 1;7 T.O. BEAM STUCCO 8' METAL STUDS 16' O.C. RE -STRUCTURAL 5/8' GYPSUM SHEATHING WATER RESISTIVE BARRIER n HORIZONTAL RUNNING CHANNEL NCT TC SCALL ROOF MEMBRANE OVER TAPPE2E0 RIGID INSULATION WALL CONSTRUCTION RE FLOCK PLAN ROOF DECKING RE;STRUCTURAL C15XII.7 AMERICAN STANDARD ALUMINUM CHAMEL WITH 1/4' DIA. SEF -DRILLING SCREWS 36' O.C. 1/7 X 1' X I/8' ALUMIN..M SQUARE TUBE SECTIONS WELDED TO CHANNEL SPACED 36 O.0 FOR ANCHORING TO WALL — WATER RESISTIVE RAIN SCREEN BAPPIB2 WALL CONSTRUCTION RE FLOOR PLAN — HARDIE TRIM BOARD WATER RESISTIVE RAIN SCREEN BARRIER 5/8' GYPSUM SHEATHING C15XII.7 AMERICAN STANDARD ALUMINUM CH- N WITH I/4' DIA SELF SCREWS • 36 O.C. LTJ UJ' CONTIfNLOUS ALUMINA SQUARE TUBE WELDED TO CHANNEL FOR E ANCHORING TO WALL ©VERTICAL RUNNING CHANNEL SEP 28 2016 NOT TO SCALE CM OF FEDERAL WAY cDS =_ Project: Client Approval: ThissigointendedtobeinaccordanceOth Revisions: DrawingNumber • CtIIGiC FII A_ 32 Pacific Way ___ _ PP the requifoments of Article 600 of the , c_ _- Nationol Eledriml Code and/or other ou Address: 32075 Paci26641 — - — - ---- li,: H FederallNa , IA�A�$003 lA�(r y — - applicable loco! codas. This includes proper grounding and bonding of this sign. •" " — Phone: Account Mgr. S. Rosenbloom Q R10 — — — Designer: Duffy, S. Scale: Noted Date: 06125/15 Date: _ �sp s UL a� 6 �_ _ ELECTRONIC SIGNS In s 5/8' GYPSUM SWATHING 10' METAL STIRS • 16' O.C. RE, STRUCTURAL STUCCO WATER RESISTIVE BARRIER HARDIE TRIM BOARDH( DT CORRUGATED METAL 12AINSCREEN FASTENED TO 4' 20GA. METAL STRAP • 3'-6' O.C. W/ 2 I/2' SQUARE DRIVE SCREWS • 16' O.C. WATER RESISTIVE BARRIER aif I' X 1 1/7 SIPPORT BATTENS • 16' O.C. HAl2DIE TRIM BOARD HDT-1 C15XII.7 AMERICAN STANDARD ALUMIN W CHANNEL W/ (2)1/4' DIA. SHF DRILLING SCREW 36' O.C. - BY OWNER 2 OUTSIDE CORNER Outside Corner & Parapet Detail SCALE: %" = V-0" MITER CUT METAL POST RE- ST12LICTLRAL METAL BEAM BEYOND RE, STRUCTURAL 5/8' GYPSUM SHEATHING WATER RESISTIVE BARRIER TAN ROOF MEMBRANE OVER TAPP62ED RIGID INSULATION 2X6 TREATED NAILER T.O. CHANNEL MORTAL NET WATER RESISTIVE BARRIER HARDIE TRIM BOARD HDT-1 5/8' GYPSUM SHEATHING — MORTAL NET � FRY GALVANIZED 12EGLET WITH SP12INKLOK FLASHING. RE 2/AI.8 TAN ROOF MEMBRANE FLASHING WHITE ROOF MBvERANE FLASHING OVER TAPPERED RIGID INSULATION METAL DECKING RE STPLCTU12AL� t2) 2X6 PRESSUREED TREAT CONTINUOUS BLOCKING METAL DECKING RE STRUCTLRAL F-- 5 5/8' GYPSUM SHEATHING C15XII.7 AMERICAN STANDARD ALLMIMW CHAN.EL - BY OWNER WATER RESISTIVE BARRIER HAl2DIE TRIM BOARD HDT-1 _ WATER RESISTIVE BARRIER CORRUGATED METAL RAINSCREEN _ FASTENED TO 4' 20GA. METAL STRAP • 3'-6' O.C. W/ 21/7 SOUARE DRIVE SCREWS • 16' O.C. 3 PARAPET DETAII 8' METAL STUDS • 16' O.C. RE- STRUCTURAL RECEIVED SEP 2 8 2016 CIT OF -FEDERAL, WAY CDS sign Revisions: 33x2 -Pacific wad Client Approval: This sI n tended ro be m accordance w th — Drawing Number Sign nts of Artcle 6Do of theqElectrical G — — Code and/or other & MARKETING CORPORATION Address: 32075 PaCifiC Hwy FedeLal_Way, WA 98OQ3 _— applicable local codes. This includes proper 26641 13580 5th St., Chino, CA 91710 g – - rounding and bonding of this sign. �a — — C C Tel 909.591.4742 Fax 909.591.9792 Phone: Account Mgr. -s. Rosenbloom— R10 — — — — e-mail: sales @nsmc.com Designer: Vis- Scale: Noted - Date: 06125115— ems: — __ _- asp 5 °� �— ELECTRONIC SIGNS r(fj Lic# 745030 - Exp. 01/31/18 NONMARING METAL SMAS PER PLAN E ARCI-1L 7YP. 0 it U 0 c METAL DECK PE12 PLAN SEE ARC FOR INSU. STEEL BEAM PER PLAN ARCHIL TYP. Roof Section SCALE: Y2"= 1'-0" AIR CUTAIh PER MANLF. METAL STIR EAD6Z PER PLAN TYR SEE ARCH'S I/4'X5'X4' A.F.F. CAP PLATE V4 TYR SECTION " OUTRIGGER 54MIL COM. TRACK 7 E (I I/7 FLANGE MIR) (2) '8007150-54' 54MIL COM. TRACK (11/7 FLANGE MIN.) W/ (2) PDPA-75' SGOT ttl0 SMS. " 12'OC PINS " 16'OC -W TYP. HEADER SECTION (hLT.S.) 9 ROOF SECTION NONBEARING METAL STLDS PE12 PLAN E ARCI41L TYP. METAL DECK PER PLAN SIE ARC14L FOR INSLL_ STEEL BEAM PER PLAN --_ 54MIL COM. SLIP TRACK (21/7 FLANGE MIN) W/ (D ?DPA -100' Sao' PINS " WOC 70 BEAM E (D t14 SHOULDERED SELF -DRILLING SCREWS EA STIR TYP, 01 1 NONBEARING METAL STUDS l C, PH2 ARCHL E SCHE). 0 I. a' TYP. 3. Ii. I I i ARCFIL TVP CMU PER 0 I ; K) 54MIL COM. TRACK W/ CD #10SMS CMJ REINF. EA STIRUD PER r 4N lop ----------- -1 HSS HEADER � 1 PBZ PLAN a. - 1 -- - ---- --------------------- 1 CEILING JOIST JOgIS`T Y4 I- F a Yp HSS OUTF2IGGER PER PLAN PER AIRCHIL E I I IY I 1 E Nva nC WrL2E yy�AJCJ SCHED. SPT SZ2 W/ (2) #10 SMS " • 16'OC TO PEADH2 /SEE ARCHIL TYP. AIR CUTAIh PER MANLF. METAL STIR EAD6Z PER PLAN TYR SEE ARCH'S I/4'X5'X4' A.F.F. CAP PLATE V4 TYR SECTION " OUTRIGGER 54MIL COM. TRACK 7 E (I I/7 FLANGE MIR) (2) '8007150-54' 54MIL COM. TRACK (11/7 FLANGE MIN.) W/ (2) PDPA-75' SGOT ttl0 SMS. " 12'OC PINS " 16'OC -W TYP. HEADER SECTION (hLT.S.) 9 ROOF SECTION NONBEARING METAL STLDS PE12 PLAN E ARCI41L TYP. METAL DECK PER PLAN SIE ARC14L FOR INSLL_ STEEL BEAM PER PLAN --_ 54MIL COM. SLIP TRACK (21/7 FLANGE MIN) W/ (D ?DPA -100' Sao' PINS " WOC 70 BEAM E (D t14 SHOULDERED SELF -DRILLING SCREWS EA STIR TYP, 0 10 ROOF SECTION RECEIVE® --SEP 28 9 Cny r)F FEDERAL WAIL at o n a I Sign Project: Chick-Fi -A# 3392 - Pacific Way ___ client Approval: hesrequirem he o to be app oane wrath. - - Drawing Number 9Y°° RK.A"M1Y wt"Y _Hamm mYY..-. = A MARKETING CORPORATION Address: 32075Paci5CH FederaiWa WAM03 NatonalLle<,n<m(odeand/oroth� C Hwy, Y, - app icable local codes. This includes proper anaa,s,c tagricY m w r+1.a, 26641 - — 13580 5th St., Chino, CA 91710 --___ grounding and bonding of this sign. "��15-°--- - - Phone: Account Mgr. _ S. Rosenbloom__ +5� — = = Tel 909.591.4742 Fax 909.591.9792 mm--� R1D e-mail : sales @nsmc.com Designer: Du S. Scale: Noted Date: 06/25/15 �10 1%:_ _ g - �'°°°� ELECTRONIC SIGNS Lic# 745030 - �P. 01 /31 /18 01 1 l C, I{ ) I�I� 0 I. I i Ii. I I i ARCFIL TVP Y' j 0 I ; K) 0 10 ROOF SECTION RECEIVE® --SEP 28 9 Cny r)F FEDERAL WAIL at o n a I Sign Project: Chick-Fi -A# 3392 - Pacific Way ___ client Approval: hesrequirem he o to be app oane wrath. - - Drawing Number 9Y°° RK.A"M1Y wt"Y _Hamm mYY..-. = A MARKETING CORPORATION Address: 32075Paci5CH FederaiWa WAM03 NatonalLle<,n<m(odeand/oroth� C Hwy, Y, - app icable local codes. This includes proper anaa,s,c tagricY m w r+1.a, 26641 - — 13580 5th St., Chino, CA 91710 --___ grounding and bonding of this sign. "��15-°--- - - Phone: Account Mgr. _ S. Rosenbloom__ +5� — = = Tel 909.591.4742 Fax 909.591.9792 mm--� R1D e-mail : sales @nsmc.com Designer: Du S. Scale: Noted Date: 06/25/15 �10 1%:_ _ g - �'°°°� ELECTRONIC SIGNS Lic# 745030 - �P. 01 /31 /18 U10 SMS • 170C 54MIL CONT. TRACK Tom• (I 1/7 FLANGE MIN) W/ (2) ?DPA -75' SHOT 54MIL CONT. STIR PINS a 16'OC 6 5/8' FLANGE MIN) W/ (2) PDPA-75' SHOT PINS • 16'OC 54MIL CONT. TRACK (I I/7 FLANGE MIN) E:.t•SiCi:: Qi_ lc «�• ROOF SECTION STEEL BEAM PER PLAN TYP. 54MIL CONT. SLIP TRACK (2 1/7 FLANGE MIN) W/ (D PDPA-100' SHOT PINS • 16'OC TO BEAM E 0 tU SHOLL I SELF—WILLING SCREWS EA STL.D TYP. NONBEARING METAL\ STIRS PER PLAN E ARCI-R. TYP. 0 0 � SEE ARC:F{I_ TYP. 0 ' METAL DECK PB2 PLAN SNE ARCHL FOR INSLL TYP ----------------- -- i 33MIL CONT. TRACK W/ (2) d40 SMS EA STUD TEB (3) tt)0 SMS EA LAP TYP. 33MIL MIN. STNS SEE ARCM- TYP. 54MIL CONT TRACK W/% I r i r • 16-W T&B (D 95 SMS. EA — : • • • _-------�- -I � I I I I—A4SEIHEADE2 I: PLAN I II Iil ' Fes••! - i ----------------- --------------------------------------- Canopy Detail -& Window Sill Detail SCALE: IT= V-0" - ALUM CHANNEL W/ (2) 1/4'DA---_ SBF -DRILLING SCREWS • 36'OC SEE ARCWL FOR ADIYL REQUIRBrHfTS O 911111154MIL CONT TRACK W/ (2) #10 SMS EA JOIST (2) WO SMS. • 170C TYP. TO #1ASCIA BEAM / (2) '80OSI (\ '362715034' Tf3 ` /C FASCIA BEAM SECTION (NTS) 54MIL CONT. TRACK W/ —_ (D uIO SMS EA STLD TYP. 54MIL CONT. TRACK W/ (M #10 SMS. 91700 TO DECK E (D al0 SMS EA STLD. TYR STEEL BEAM PER PLAN T)P. 54MIL CONT. SLIP TRACK (21/7 FLANGE MIN) W/ CD ?DPA -100' SHOT PINS • 160C TO BEAM E (2) 414 SHOULDEPED SELF WILLING SCREWS EA STIR TYP. NONBEARING METAL STIRS PER PLAN E ARCHL TYP. METAL STIR I EADB2 PE 12 PLAN Wr 32E OCCL RS CANOPY BY OTHE12S W4 -ERE OCCIRS \ SEE AR04L R" SECTM N 0 :1 : I) 54MIL MIN CONT. TRACK W/ (2) ::IO SMS. • 16'0C TO -FADER E 0:40 SMS. EA STUD HSS BEAM P62 PLAN W/ 54MIL CONT TRACK W/ (D SIMP. PDPA-75' SHOT PINS • 160C 54MIL CONT TRACK W/ (2) SIMP. TWA -75' SHOT PINS • 16'OC TO HSS E (2) ul0 SMS. EA 57LA 54MIL CONT TRACK W/ (2):40 SMS. EA JOIST E (2);;10 SMS. E:A. STLE) SEE ARCHL TYP. METAL DECK PE12 PLAN SEE ARCIL FOR INSLL TYP. RECEIVED SEP 2 8 ?OIR 1ITT'EKAL WAS _ � t at i o n a I Sign Project: Chick FILA# 3392 Pacifi�lNa - Client Approval: tThhesr*,,reme is o Aide 660 ofto be in ethe R s'� , .w -�„ „ �„ , Drawing Number -. PM�¢�• •a,:MLLYillfil w'mu mi.-. Mgr. oN D Lledral (ode ond/or other mn�au cn.•. m,.mo.mw�-nrr.�..— c - & MARKETING CORPORATION Address: 32075PaciScH FedemlWay, WA98003 Ieloalcodes. thisincl,desproper mmm:sxar-r,m-wmwm ama 26641 13580 5th St., Chino, CA 91710 Phone: Account M r. S Rosenbloom groundingand bonding ofthasign. — — — — — — Tel 909.591.4742 Fax 909.591.9792 O OU0=01--WAW � .qr. - R10e-mail: sales @nsmc.com Designer: Duffy, S. Scale: Noted Date: 06/25/15 Date: U `"`°'r(fj m" Lic# 745030 - Exp, 01/31/18 °��° �°�"- - ELECTRONIC SIGNS Canopy Illustration and Attachment Hardware SCALE: NTS National sign to include the lights for the canopy and connect to the wire which is provided by G.C. Light spec to come. Working on it with the architect and electrical engineer. -- 9/16" _ 5/16" Hex 0: / 1 0.340" — -- I ndy _ #12-14 Thread Indy 4 -in Chromcontrol RD ML black body dimming 3000K LED Color Temp, 5Y2" Flange. 0111111SM23116111111111 i 0.216" DECEIVED SEP 2 8 2016 CI'rY-{}E �ELZAL WAY Sign This sign intend odnce whRevilslo-Pn—•As.^.Pr0•ect: ChlckFll A# 3392 P�C1fiC Way Client Approval: yipW Drawing Number ther 9uirementsofMicle600oftheNat National ew am pmy aaayaaRN o85er1a,a mn.n.. nlm.al ne Address• 02075 Pacific H National Electrical Code and/or other auumrs A MARKETING CORPORATION Hwy, Federal Wad, WA9$OIl3 applicable local codes. This includes proper Ilia a-n-^s�-- ply .� 26641 13580 5th St., Chino, CA 91710 grounding and bonding of this sign �wmu-� -- Tel 90 5th St., C Fax A9.591.9792 Phone: Account Mgr. _-S-Rosenbloom z M-"dd"=° 0� -- - R10 �u � Designer: Du S. Scale: Noted _ Date: 06/25/15 Date: SP �L "" ELECTRONIC SIGNS r(fj e-mail: sales nsmc.com 9 �Y. -- � s Lic# 745030 - Exp. 01 /31 /18 4_ r Scope of Work 110 INCREASE HEIGHT OF D/F ILLUM. PYLON SIGN T.O.W. TRANSITIONS FROM 4180 TO 4200 RETAINING WALL— (T O.W. 4209) RETAINING WALL WITH 3'-0" RAILING r (T.O.W. 4209) Jj 12'-8"^Jo -. STAIR — — RE: I/AI.1C _ DIRECTIONAL SIGN BY OWNER CURBSIDE DELIVERY SIGN TRASH ENCLOSURE — RE: A3.5--" LOT LIGHT �I RE: ELECTRICAL i ALL NEW SIGNAGE TO CONNECT TO CLIENT PROVIDED ELECTRICAL CIRCUITS CHICK-FIL-A - Federal Way, WA. - Site Plan SCALE: NTS GAS METER RE: PLUMBING MENU ORDER BOARD G.C. TO COORDINATE FOOTING WITH SIGN CO. RE: ELEC. SEC41t.2L1 r43.889'�-- v a 94 SEATS/PIA 3998 S.F I"'•n' j t0 ,iTl p .4`9 'GREASE INTERCEPTOR RE: PLUMBING LOT LIGHT RE: ELECTRICAL s lIF1 1o^ 9 I „ - O r I r r r r2 ,.,..0 � I I FIRE SPRINKLER RISER SWITCHGEAR RE: ELECTRICAL BIKE RACKS RE: 3/AI.IB —HEIGHT CLEARANCE ARM G.C. TO COORDINATE FOOTING WITH SIGN CO. — DIRECTIONAL SIGN BY OWNER — EXISTING SHO INC ----------------------- 1 sraya.�er�-Fe�•r w._ ANTMONUMENY '-1 PROTECT IN 1 r ----"WALL WITH 6" 1 t m 1 t Wens Fargo 1 t 5 320th St v, [TS 1 Mink — EM = 1 1 V sunglass.Hu 1 � Macy's 1 RE: ELECTRICAL S Commons r 1 Us Bank (T.O.W. 4180) 1 1 1 1 1 1 1 1 1 1 1 1 ■ 1 1 1 MacYs T, t t 1 L--------------W144bSt-------------- VICINITY MAP CENTERSIGN TOMUL , ANTMONUMENY '-1 PROTECT IN E r ----"WALL WITH 6" RAILING ABOVE (T.OW. 4180) PLANTER WALL (T.O.W. 41533) WALL WITH 3'-0" RAILING ABOVE (T.O.W. 413.33) PATIO RE: A-1.16 LIGHT FIXTURE RE: ELECTRICAL RETAINING WALL (T.O.W. 4180) REcEIt/E® SEP 2 8 2016 CITY OF FEDERAL WAY CDs National Sign Project: Chick-Fil-A# 3392 - Pacific, Way Client Approval. This sign intended f be in accordance with Revisions: Drawing Number -- - - — p� the requirements of Miele 6W of the measurements. Nofional EleArical lode and/or other :nt" & MARKETING CORPORATION Address: 32Q75_Pacific H _FederaLlNay,_WA�8403..__ opplimblelocalcodes.Thisincudesproper 27��4 groundin and bonding of this sign. sta plan and Mnacurements —- 13580 5th St., Chino, CA 91710 Phone: Account Mgr. —S -Rosenbloom g g e Tel 909.591.4742 Fax 909.591.9792 SP s ® — R4 e-mail : sales @nsmc.com Designer: Duffy, S_ Scale: Noted— Date: 01/21/2016 Date:r((J — — ELECTRONIC SIGNS Lic# 745030 - Exp. 01 /31 /18 I .at 5UbJEC; f TO ENGINEERING ON HEIGHT AND WINDLOAD SUPPORT + 173/4" WIDE POLE COVER TOP EXISTING POL COVER TO BE PAINTED3' 0" SHERWIN WILLJAMS -= SW 6155 RICE SRAIN POLE TO BE CUT 10" TO ALLOW FOR WELDING p N I _ 23'/2" DEEP RETURN N o 10" X 10" X.1875" STEEL SQUARE TUBE " WIDE POLE COVER BOTTOM ORIGINAL FOOTING 5-5" X 4'-0" X 4'-0" NEW POLE COVER TO BE ADDED _ STONE TO BE APPLIED (STONE TYPE TBD) 414.48 EXISTING ELEVATION 0 INCREASE HEIGHT OF DIF ILLUM. PYLON SIGN INCREASE HEIGHT D/F ILLUMINATED PYLON SIGN SCALE: 3/16" = V-0" PROPOSED ELEVATION I 173/4" WIDE POLE COVER TOP NEW 10" STEEL SQUARE TUBE WITH MATCH PLATE 25'/2' DEEP RETURN NEW MATCH PLATE WELDED TO EXISTING POLE EXISTING 10" STEEL SQUARE TUBE 203/4" WIDE POLE COVER BOTTOM 0 PROPOSED SIDE ELEVATION RECEIVED SEP 28 2016 CITY OF FEDERAL WAY CDS National Sign ClientA Approval threquiInrentstobeie600oahcewah Revisions: _ __ Drawing Number Project: Chick Fil A# 3392 pdCIfIC Way _-_—_-__ __ pN he requirements of Article 600 of the 0101ESL Change measurements _ Notional Electrical Code and/or othermaagrarnantc & MARKETING CORPORATION Address: 32075_Pacifc-fty,Federal Way, WA_98003 opplicablelocal codes. This includes proper 0205/1fiSO-Ch, ang mQ easu_em_ents w�oo� 13580 5th St. , Chino, CA 91710 grounding and bonding of this sign. 07105/16 S0 Change-4itn o nand Measuremen s _-_- L Phone: Account Mgr. �Rosenbloou> Tel 909.591.4742 Fax 909.591.9792 - - 4 e-mail: sales @nsmc.com Designer: Duffy, Scale:_ Noted Date: 0112112016— Date:r(lo OIL �L — ELECTRONIC SIGNS Lic# 745030 -Exp. 01/31/18 DE515N CRITERIA: FOUNDATION $ CONCRETE: Code: Structural design is based on the International Building Code, 2012 Edition 1 Foundations are designed based on presumptive bearing capacities per IBC Table 1806.2. Loads: Dead Load: Signs = 10 psf Parapets = 10 psF Awnings = 5 psf (Allowable vertical bearing pressure = 1500p5F, Live load: Signs = 20 psf Parapets = 20 psf Awnings = 10 psf lateral bearing pressure = 200pcf) Wind: Wind loads are based on A5CEI-10, Chapter 29 2 Concrete design and construction to be per the Ultimate wind speed = 110 mph (3 -second gust), Exposure: 'C' requirements of AGI -318. Concrete mixing shall Wind importance Factor, I = 1.0 Risk Category: II conform to the requirements of ASTM C-94. Internal Pressure Coefficient: 0.18 Components and Cladding: 25.0 psf in any direction 3 Concrete to achieve 26 -day compressive strength of F'c=4500 psi (Design based on F'c=2500 psi) Seismic: Seismic loads are based on A5CE1-10, Chapter 15 Seismic importance Factor, I = 1.0 Risk category: II 4 Concrete mix design to conform to the following: Site class: 'D' Seismic design category: 'D' %4" maximum hard -rock aggregate (per ASTM C-33), Ss = 1.234 51 = 0.420 Soy = 0.828 Soi = 0.442 Type V Portland Cement, w/c ratio = 0.45 GENERAL NOTES: I The contractor shall verify dimensions, conditions and elevations before starting work The engineer shall be notified immediately 1F any discrepancies are found. 2 Structural information shown in these plans take precedence over structural information shown on architectural or other sheets. 3 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 4 These calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to the existing structure shall be by others. 5 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility - (0 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. STRUCTURAL ALUMINUM: I All structural aluminum to be 6061-T 6 (Fb =19,000 psi) per ASTM 6-308 2 All structural welding of aluminum to be performed by certified welders in accordance with the latest edition of AWS D1.2. 5 Clear coverage of reinforcing bars shall be 3" UN.O. SHEET11 SHEET NAME 51 STRUCTURAL GENERAL NOTES 52 RAISED PYLON SIGN 6 Reinforcing bars shall conform to 45TM-615, Grade 60. I Anchor bolts shall be per ASTM A301, with size and embedment as shown on plans. 8 Retrofit anchors shall be threaded rod per ASTM A36, with diameter and embedment to match that shown on plans For cast -in-place anchors. Epoxy shall be either Pilti NIT -RE 500 or Simpson SET -XP. STRUCTURAL STEEL: � 1 All structural steel code checks based on the AISC 13th Edition. O J u� w 2 Steel pipe shall be per A5TM A53 Gr. B (35 ka i ), UN.O. U Q ch o �-- Oz 3 Steel tubes sha I I be per ASTM A500 Gr. B (46 K&O, ), U.N.O. z w ~ ,_,_, Q 4 All wide flange beams shall be per ASTM A992 (50 ksi), U.N.O. Y < Q C3 LE Gz 121-1 w 5 All other structural steel shapes k plates shall be per ASTM A36 (36 ksi), UN.O. Q a_ L w O 6 All bolts shall be per ASTM A301, U.N.O. Bolts, nuts and washers shall be galvanized,DECEIVED CD r` or otherwise zinc coated for protection from corrosion. Fn 1 All bolted connections shall be tightened to "snug tight" condition as defined by AISC SEP 28 2016 Q Q 1 U CITY OF FEDERAL WAY 8 ,411 welding shall be E1OXX (low hydrogen electrodes), performed by O j Y ~ certified welders in accordance with the latest edition of the American Q U Welding Society (AWS) DI.I .mss 1JND y0� z U 9 All steel surfaces shall bealvanized in accordance with the ASTM A123 g � 0053-178-16 and ASTM A153 standards, U.N.O. STRUCTURAL GENERAL NOTES NTS Nzwl' 11S I PROJECT NO.: L0053-178-162 DESIGNED: DHF ORDATE: 7118/2016 CHECKED: ESS VF=CT E n G I n E E R S PROJECT: CHICK-FIL-A RAISED PYLON General: DESIGN CRITERIA Code: Structural design is based on the International Building Code, 2012 Edition Risk Category: II Wind Criteria: Analysis Procedure: ASCE 7-10, Chapter 29 - Directional Procedure Basic Wind Speed - Ultimate (mph): 110 (3 -sec gust) Wind Exposure: C Seismic Criteria: Analysis Procedure: ASCE 7-10, Chapter 15, Equivalent Lateral Force Procedure Site Class: D Seismic Importance Factor, IE: 1.0 Mapped Spectral Response Accelerations: Ss = 1.234 S, = 0.420 Sos = 0.828 So, = 0.442 Seismic Design Category: D Seismic Force Resisting System: Steel Cantilevered Columns Seismic Response Coefficient, C•: 0.276 Seismic Base Shear, V (k): 0 Snow Load: Live Loads: Ground Snow Load, P. (psi: 25 Roof Live Load (ps@: 20 Snow Factor, Is: 1 Floor Live Load (psl): 40 Flat Roof Snow Load, pf (psi): 18 Sloped Roof Snow Load, p, (psf): 18 General Notes: • The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately J any discrepancies are found. • The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. • These calculations are limited to the structural members shown in these calculations only. The connection of the members shown in these calculations to any existing structure shall be by others. • The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. • All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Structural Steel: • All structural steel code checks based on the AISC 360-10 and AISC 341-10. • All steel pipe shall be per ASTM A53 Gr B. • All steel rectangular tubes (HSS) shall be per ASTM A500 GR. B (46 KSI), U.N.O. • All steel wide flange shapes shall be per ASTM A992 (50 KSI), U.N.O. • All other structural steel shapes & plates shall be per ASTM A36, U.N.O. • All bolts for steel -to -steel connections shall be per ASTM A325N, U.N.O. • All bolted connections shall be tightened to "snug tight" condition as defined by AiSC, U.N-O. • All welding shall be performed by certified welders in accordance with American Welding Society (AWS) D1.1, latest applicable ed. Structural Altrminum: • All structural aluminum to be 6061-T6 alloy, per ASTM B308, Fb = 19,000 psi • All aluminum welds to be done in accordance with AWS D1.2. All welding shall be performed in a shop approved by the building offid; • All steel connection hardware in contact with aluminum framing must be galvanized. Foundatlon ! Concrete: • All concrete mixing, placement, forming, and reinforcing installation shall be performed in accordance with the requirements of "Building Code Requirements for Reinforced Concrete ACI 318, latest applicable edition. Foundation installation shall be in accordance with the requirements of "Standard Specifications for the Construction of Drilled Piers", ACI 336, latest applicable edition. • Foundation concrete shall have a minimum Compressive strength of 4500 psi at 28 days. • Cement for all concrete shall be Type V with a minimum of 6% entrained air. Maximum aggregate We shall be 314". • Reinforcing steel shall be per ASTM A615 Gr. 60, U.N.O • Foundation design Is based on presumptive load-bearing values, as shown in IBC Table 1806.2: Vertical bearing pressure = 1500 psf. Lateral bearing pressure = 200 pcf t.0053 - 117 S -I 62 54u 1 2 - i iRECONNECT EXIST'G POLE POCKET TO TOP OF NEW j COLUMN w/ 3/16" FILLET , WELD, 2" LONG, EA. FACE i --- ------------------------------------- ---------------�; -- NEW HSSl0x10x3/I6 I ' STEEL COLUMN i TYP. 3/16 EXTENSION, TYP. OF 2 j NEW BASE 12112"Al" SQ., ; TYP. OF 2 ; ; 3/16 TTP. EXIST'G CABINET FRAME - TO BE RAISED i 4 EX15T'G NSSIOxIO STEEL COLUMN, TYP. OF 2 EXISTG POLE COVER, TYP. OF 2 NEW ALUMINUM POLE COVER - Ln NEW B CONC. G Sa /APP -- z r- ---- -- -- - _ t (12) 4 DOWELS (4 EA. FACE) EMBED 6" MIN. IN `a'e" 0 DRILLED { HOLES w/ SIMPSON i SET -XP EPDXY, TYP. EXIST'G 4'-0" 5Q. i _- CONC. FOOTING- ----------- ----- RAISED PYLON SIGN 1/4" = V-0" " 4 PERIMETER TIE e 18" O.G. MAX, TYP. NEW FINISHED GRADE NEW COMPACTED FILL EXIST'G FINISHED GRADE D LOOS3 -118- It 2 5H�i 3 O�Ie earth lee, 1700 metersi 200 A � Liv, �I►5 �VSE EXPo54-E _� C QER- ro�o�R-Pt'wi Ss . I, v3%A S , - O,11 Lo L P�TE"L, flti51b rf C � �rE P ► �- JOB NO.: L0053-178-162 DESIGNED: DHF T DATE: 7/18/16 CHECKED:ESS r-1 G I E R S l PROJECT: CHICK-FIL-A RAISED PYLON SIGN SUBJECT: LATERAL LOADS DESIGN OF NON -BUILDING STRUCTURES FOR LATERAL LOADS Seismic Parameters (ASCE 740 Chapter 15) Risk Category: 11 Site Class. D S.11.4.2 N = 1 S.12.8.2.1 Determination of SDC: R = 3'i T. 12.2-1 C, = 0.02 T. 12.8-2 Per Table 11.6-1: D SS = 1.234 F. 22-1 h„ (ft) = 10 S.12.8.2.1 Per Table 11.6-2: D S, = 0.420 F. 22-2 x = 0.75 T. 12.8-2 SDC: D S.11.6 Fe = 1.01 T. 11.4-1 Te = 0.11 E. 12.8-7 IE = 1.00 T. 1.5-2 F„ = 1.58 T. 11.4-2 To= 0.11 S. 11.4.5 CsmAx= 1.311 E. 12.8-3,4 SMs = 1.24 E. 11.4-1 Ts= 0.53 S.11-4-5 Cs= 0.276 E. 12.8-2 SMi = 0.66 E. 11.4-2 Cu= 1.40 T. 12.8-1 CSMtN= 0.036 E. 12.8-5,6 SDs = 0.828 E. 11.4-3 TL=, 8 F. 22-12 CscOnTROL= 0.276 S. 12.8.1.1 SD, = 0.442 E. 11.4-4 $a= 0.82793 S.11.4.5 Csc0rrrR0L`_7= 0.193 S.2,4.1 Seismic Analysis Req'd? Yes IBC 1613.1 Perform Seismic Analysis? Yes SIGN DEAD LOAD: 15 psf SEISMIC LOAD (0.7E): 2.90 psf (WIND CONTROLS) �YECTOR PROJECT: CHICK-FIL-A RAISED PYLON SIGN DESIGN WIND PRESSURES FOR SOLID FREESTANDII LOCATION: PYLON SIGN h = 25 It (walllsign Might) s = 20 ft (vertical dimension of walVsign) v-uft = 110 mph (vnrW speed) Exposure = C c = 1.00 (ratio of solid area to gross area) r3 = 1.0 (reduction factor for openings) JOB NO.: L0053-178-162 DATE: 7/182016 SHEET 5 WALLS & SOLID SIGNS: DESIGNED: DHF CHECKEM ESS OF u = 9.5 (exposure constant) Z. z Sao If (e)posure constant) K, = 0.95 (vebcity pressure exposure coefficient) K.= 1.0 (topographic factor) Kr = 0.85 (wind directionality factor) 11, = 24.9 psf (velooty pressure) G - Q95 (gusteftect factor) sih = 0.80 idearance ratio) r, = 1 (reduction factor for sA1 > 0.8) Wall Label: I I I Cases A 6 8 Case C Wall Length, I Return Comer 875 We Force Design Wlnd Consider In Comer Ponce peslgn VMnd R int I .m»h i rm c...e� ].- c_ e............_.. �___ .- e_........._ . Region Start a (R) End 8 (fl) „_�_,_,,, „ „___. — _ i L_0053 -O 9-16 Z s4 E -F 6 ILi I_ 0 0. 1 17'W' WIDE POLE COVER TOP EXISTING POLE COVER t3' -O _NEW 10" STEEL SQUARE TUBE TO BE PAINTED WITH MATCH PLATE SHERWIN WILLIAMS SW 6155 RICE GRAIN _251/2* DEEP RETURN V FOR WELDING NEW MATCH PLATE WELDED TO EXISTING POLE 041 RE TUBE EXISTING 10" STEEL SQUARE TUBE NEW POLE 20'/." WIDE POLE COVER BOTTOM COVER TO BE ADDED STONE TO BE APPLIED om (STONE TYPE TBD) L216. 70, 0� 415.36 _1448 CEYISTiNCs ELJ-*TlOr� (FO- WV-EOE_00C-(� t vJlfJb PEACTW1-� JOB NO.: L0053-178-162 DESIGNED: DHF ECTOR DATE: 7/18/2016 CHECKED: ESS E n co I n E E R s SHEET OF PROJECT: CHICK-FIL-A RAISED PYLON SIGN SUBJECT: POLE DESIGN LOCATION: PYLON SIGN WIND PRESSURE (0.6W) 20.7 psf CABINET INFORMATION (A.S.D. Load Combination: 0.6D+0.6W) Cabinet 1 Cabinet 2 Cabinet 3 Cabinet 4 Top of Cabinet Height (ft) 23.5 Cabinet Height (ft) 18.5 Cabinet Width (ft) 10.4 Cabinet Depth (ft) 3 'Use Cabinet 1 input for the highest cabinet CABINET INFORMATION Stem Width (in) 24 x 36 Top of Sign Height (ft) 23.5 DESIGN Moment - x direction(k-ft) 57.242 Moment - y direction (k -ft) 17.139 'Max Moments are at the base of column Deflection - x direction (in) 4.25 < 1-51% deflection Deflection - y direction (in) 1.31 1.5%H Deflection (in) 4.23 'Max Deflection is taken at the top of the sign SELECT :10x0.1$75 HSS SQUARE E (ksi) 29000 Ix, ly (In') 108 Sx, Sy (In) 21.6 Fy (ksi) 46 1.33 increase NO Sreq'd (in 3) 22.63 AXIAL LOAD AT BASE OF COLUMN DL(psf) 15.0 SULL(psf) 20.0 P. (lb) 9108.3 Mx (k -ft) 57.242 95.404 Px (k) 4.188 6.979 h-eff (ft) 13.67 My (k -ft) 17.139 28.565 Py (k) 0.972 1.621 h-eff (ft) 17.63 LESS THAN 5% OVER. THEREFORE EXISTING COLUMN OK TRANSITION Consider Transition YES NO NO NO Height (ft) 15.5 0 10 22 Axial (lb) 4502.1 1 N/A I NIA N/A Shear (lb) 1719.2 N/A N/A N/A X -direction Moment (k -ft) 6.87 N/A N/A NIA Y -direction Moment (k -ft) Sreq'd (in 3) 2.71 SELECT 1�IHSS SQUARE E (ksi) 29000 Ix, ly (In") 108 Sx, Sy (In) 21.6 Fy (ksi) 46 1.33 increase NO VECTOR STRUCTURAL ENGINEERS Pole Irooti Description PYLON SIGN Code References Calculations per IBC 2012 1807.3, CBC 2013, ASCE 7-10 Load Combinations Used: IBC 2012 Genetl�li lniormation _ ; .: ` Project Title: CHICK-FIL-A SIGNS a Engineer: DHF Project ID: L0053 -178 -162 - Project Descr: Pole Footing Shape Rectangular Footing Width ............... 48.0 In -• - _ _ _- - Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive .................. 200.0 pd Max Passive ................... 1,000.0 PSI Controlling Values Governing Load Combination: +0+0.60W+H Lateral Load 4187 k Moment 57.242 k -ft NO Ground Surface Restraint Pressures at 113 Depth Actual 673.72 psf Allowable 675.70 Psf Prinbd 18 AX 2016, 1:3" Vertical Load 5.0 k k k k k k k +D+H 0.000 0.000 0.13 0.0 Footing ease area 1.000 16.0 ftA2 0.000 0.000 Maximum Soil Pressure 0.0 0.3125 ksf Fuo*g WWth 4'-T Applied loads +D+-r+H 0.000 Lateral Concentrated Load 0.13 _ Lateral Distributed Load D: Dead Load k klft Lr: Roof Live k k/ft L : Live k klft S : Snow k ktft W: Wind 6.979 k klft E : Earthquake k kfft H : Lateral Earth k k/tt Load distance above 1.000 TOP of Load above ground surface ground surface 13.670 ft It 673.7 675.7 BOTTOM of Load above ground surface +D+0.70E+H 0.000 ft Vertical Load 5.0 k k k k k k k +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+-r+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.750Lr+0.750L+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 0.13 0.0 0.0 1.000 +0+0.60W+H 4.187 57.242 7.63 673.7 675.7 1.330 +D+0.70E+H 0.000 0.000 0.13 0.0 0.0 1.330 +D+0.750Lr+0.750L+0.450W+H 3.141 42.931 6.88 605.4 606.5 1.330 VECTOR STRUCTURAL ENGINEERS Project Title: CHICK-FIL-A SIGNS 9 Engineer: DHF Project ID: L0053-178-161 Project Descr: Description : PYLON SIGN FOOTING +D+0.750L+0.750S+0.450W+H 3.141 42.931 6.88 605.4 606.5 1.330 +D+0.750L+0.750S+0.5250E+H 0.000 0.000 0.13 0.0 0.0 1.330 +0.60D+0.60W+0.60H 4.187 57.242 7.63 673.7 675.7 1.330 +0.60D+0.70E+0.60H 0.000 0.000 0.13 0.0 0.0 1.330 DESIGN CRITERIA: FOUNDATION 4 CONCRETE: SHEET SHEET NAME Code: Structural design is based on the International Building Code, 2012 Edition 1 Foundations are designed based on presumptive g bearing capacities per IBC Table 1806.2. SI STRUCTURAL GENERAL NOTES e Loads: Dead Load: Signs = 10 psf Parapets 10 psf Awnings = 5 psf (Allowable vertical bearing pressure = 1500psF, 52 RAISED PYLON SIGN Live load: Signs = 20 psf Parapets = 20 psf Awnings = 10 psf lateral bearing pressure = 200pcf) x > 1 Wind: Wind loads are based on ASCE-1-10, Chapter 29 p 2 Concrete design and construction to be per the b a Ultimate wind speed = 110 mph (3 -second gust), Exposure: 'C' requirements of ACI -318. Concrete mixing shall s i Wind importance factor, I = 1.0 Risk Category: 11 conform to the requirements of ASTM C-94. $ Internal Pressure Coefficient: 0.18 Components and Cladding: 25.0 psf in any direction 3 Concrete to achieve 28 -day compressive strength Seismic: Seismic loads are based on ASCEi-10, Chapter 15 of F'c=4500 psi (Design based on F'c=2500 psi) Seismic importance factor, I = 10 Risk category: II Site 'D' 'D' 4 Concrete mix design to conform f m to the following: 9 n9 n class: Seismic design category: 9/4 Se = 1.234 S = OA20 Sos = 0.828 Soi = 0.442 s maximum hard -rock aggregate leer ASTM C -33J, O° Type v Portland Cement, w/c ratio = 0.45 GENERAL NOTES: 5 Clear coverage of reinforcing bars shall be 3" UN.O. 1 The contractor shall verify dimensions, conditions and elevations before starting work The engineer shall be notified immediately if any discrepancies are found. 6 Reinforcing bars shall conform to ASTM -615, Grade 60. W c 5 m m 2 Structural information shown in these plans take precedence over structural I Anchor bolts shall be per ASTM A301, with size and embedment as shown on plans. u � " information shown on architectural or other sheets. ib 3 The typical notes and details shall apply in all cases unless specifically detailed 8 Retrofit anchors shall be threaded rod per ASTM A36, with diameter and embedment to match that shown on plans for cast -in-place anchors. Epoxy shall be either Hiiti 'a am elsewhere. Where no detail is shown, the construction shall be as shown for other HIT -RE 500 or Simpson SET -XP. similar work and as required by the building code. 4 These calculations are limited to the structural members shown in these calculations STRUCTURAL STEEL: I All structural steel code checks based on the AISC 13th Edition.3 } a Ov C/)only. The connection of the members shown in these calculations to the existing a w structure shall be by others.2 Steel pipe shall be per ASTM A53 Gr. B (35 ksi), UN.O. w O 5 The contractor shall be responsible for compliance with local construction safety 3 Steel tubes shall be per ASTM A500 Gr. B (46 kai), U.N.O. Z C w U- Z J orders. Approval of shop drawings by the architect or structural engineer shallY � < not be construed as accepting this responsibility. 4 All wide flange beams shall be per ASTM A992 (50 ksi), UN.O. of LLJ 6 All structural framing members shall be adequately shored and braced during 5 All other structural steel shapes 4 plates shall be per ASTM A36 (36 ksi), UN.O. U a Z 0 erection and until cull lateral and vertical support is provided by adjoining c�3 to J members. 6 All bolts shall be per ASTM 4307, UN.O. Bolts, nuts and washers shall be galvanized, Z o C-4 Qf STRUCTURAL ALUMINUM: or otherwise zinc coated for protection from corrosion. "t - FD- All structural aluminum to be 6061-T6 (Fb=19,000 sl) per ASTM B-308 p p l All bolted connections shall be tightened to "snug tight" condition as defined by A15C _jI a Q J U 2 All structural welding of aluminum to be performed by certified welders in 8 All welding shall be E10XX (low hydrogen electrodes), performed by Z o Y N accordance with the latest edition or AWS Dig. certified welders in accordance with the latest edition of the American Q U Welding Society (AWS) DI.I LIND y 0 N''�HI Z U 9 All steel surfaces shall be galvanized in accordance with the ASTM A123 0053 -t78 -t62 and ASTM A153 standards, U.N.O. STRUCTURAL GENERAL O� 51 eN �Y NOTES O �srrONAL 6NG` FS 1 NTS /19/16 7 C 9L/6L/ % NOIS NO-IJ,d 03Sld6 9l -9L1 -£S00 94I100A 'ONOO >oy ONO „O-,4 911SIX3 = D i �r I U) 1) zj 'd LL 'JJCOd3 dX 13S D i NOSdWIS /m 9310H C D j 0311810 0,A NI j C) In - - _ ! 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PROJECT MANAGER WA Certificate of authorization: 2202 PROJECT #: L0053-178-162 DATE: July 18, 2016 NOTE: The calculations presented in this package are intended for a single use at the location indicated above, for the client listed above. These calculations shall not be reproduced, reused, "card filed", sold to a third party, or altered in any way without the written authorization of Vector Structural Engineers. 9138 S. State St., Suite 101 / Sandy, UT 84070 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com MEM 37537 r;l FOOTING DETAIL ELEVATION n 7 Z-, DIA LEANFLOWABLE GROUT JEEN BASEPLATE 8, FOUNDATION e14" STEEL BASE PLATE WELDED ALL SURFACES TO 6"x6"025" IPPORT PYLON (8) #4s Vertical #4 Ties @ 12" O.C. ,44S VERTICAL TIES @ 12" O.C. PLATE WASHERS ON AIGHT THREADED RODS r36" J—BOLT CHORS (4) INC. FOOTING TO BE 250OPSI 0 28 DAYS F ILZA.0160" CL ,. ,, {� CURB Q I Q BACK OF CURB Q 1"04" STEEL BASE PLATE WELDED AT ALL SURFACES TO 6"6"025" SUPPORT PYLON 2'-6" DIA. CONC. FOOTING TO BE 250OPSI 0 28 DAYS n FOOTING DETAIL SCALE 1/2" = 1'-0" MCHICK �wN.ra�aamn.M.o-n.. na.,"...ec nr�w Ph: 12811813.7439 Email: lean si nstructures.wm 9 Web:v .signstructures.wm FIL A 3392 Address. Initial Drawing (37316) AB ENGINEERING OF VERTICAL SUPPORT AND FOUNDATION ONLY. NO CABINET ENGINEERING PROVIDED OR IMPLIED. Revision (37537) AB - CItV/State FEDERAL WAY, WA s..a.�aaar s�xr E><aw, Client. UNI -STRUCTURES INC_— r iMaby o vealaF.e .an, ao —wan autl�wvN M Sean M. McFaAatl. PE m eeremAer M. 2016. Date: 12-29.2016 Sheet #: 2 OF 2 NC Fm Regs6ation: F-1136 Wm*bn Lame Number. 44317 Washington Ecpiraeon Dah: 121118616