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19-100897 t . 1 M ► t Sign City or Federal way Permit #:19-100987-00-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: THE SANCTUARY Project Address: 33810 WEYERHAEUSER WAY S Parcel Number:215466 0030 Project Description: Installation of 2-sided,v-shaped monument sign. Owner Applicant Contractor MD VENTURES TALON LLC ISAAC DUKENW SIGN SOURCE CLEARWAY SIGNS 6725 116TH AVE NE SUITE 100 4720 S TACOMA WAY CLEARS''927L7(4/4/21) KIRKLAND WA 98033 TACOMA WA 98409 4720 S TACOMA WAY TACOMA WA 98409 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) I Width(Ft.) Height(Ft.) (Ft) Height(Ft.) Area(Sq Ft.) Sign A N/A Monument Yes 2 10.00 10.00 4.00 5.00 1.00 100.00 Additional Permit Information Comprehensive Plan Designation Office Park Zoning Designation OP-1 PERMIT EXPIRES Monday, 18 November,2019 Permit Issued on Wednesday,May 22,2019 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy nd the use will be in accor ce with the laws, rules and regulations of the State of / shin n a the City of Federal Way. Owner or agent: ,.L4t// Date: r�2 2 L� . .. % . 1 t ' k , 44#1THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record Federal Way INSPECTION REQUESTS:(253)835-3050 PERMIT#: 19 100987 00 Address: 33810 WEYERHAEUSER WAY S Project: MD VENTURES TALON LLC FEDERAL WAY WA 98001 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) 0 Final-Electrical(4055) 0 Final-Sign(4085) Approved to place concrete ApprovedApproved / ,.. By AA Date 5 31 By Date By / /` Date el— j CI Attachment(4010) Approved By Date • 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date By Date xi RECEIVED �, MAR 01 2019 CITY OF �mosi CITY OF FEDERAL WAY SIGN PERMIT Federal WayCOMMUNITY DEVELOPMENT APPLICATION PERMIT NUMBER /9 - l Q 012 7- 4 TARGET DATE 3),R T/ l Cl SITE ADDRESS 3 3 87-0 - 3 3 9 to W O YE R HAt US c R („ Ar S BUSINESS NAME ON SIGN -7-H 6- SAN6 - P- 1' ASSESSOR'S TAX PARCEL# 2 1 c '1 6 b - 0 0 3 V ZONING DESIGNATION 0 P—.I ELECTRICAL INCLUDED(Attaching to existing J-box) i;:11,0 PROJECT VALUE $ 7 000,00 DETAILED PROJECT DESCRIPTION N.STA� ( L) �� G - 0 1V /)'�oN UM � N7 S� n/ AI S EMRANCI SIGN OWNER: NAMEPRIMARY PHONE �'1 0 VE V `",rs TA L-OA' L L G (36 O) 2..iS`P- 21 18 DD S FAX NUMBER MAILING ADZE, 2s I16 '- AVE / ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS IC( -(2-1C LAN w/A 9 8 913 3 CONTRACTOR: NAME OFFICE PHONE £ "Ag / $/6ivS ( ) `‘- MAILING ADDRESS CELL PHONE It 7 2d 5 TACOMA WA ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS W (ACO/VIA I,vA ' ; g.P" q WA STATE CONTRACTOR'S LI Nq 2 IL. 7 / /? EXPIRATIODA •: FEDERALwSLICENSE: LG EA2SE APPLICANT NAME PRIMARY PHONEkt i SAA c D(Ace- ( ) _ MAILING ADDRESS FAX NUMBER 9726 $ TACOSA I4fA" ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS (4 ColA , WA 4X 4t54 PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT :f-SAA L I7 VILE 0' )251 -Z I I `` T 5 AA CaV NW SICNS0/.2cE . Cowl I certify under penalty of pert , that the information hed by me is true and correct to the best of my knowledge,and further,that I am authorised by the owner of the i i••ve premises to the work for which the permit application is made. SIGNATURE kr r DATE: 3/I 1Y PRINT NAME ISAAC 1 uKu PERMIT CENTER+33325 8Th AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX'253-835-2609+permacentenac tvoffederalwav com a t 1 1 I I PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING /TOTAL BASE (Monument,Pedestal,Pole) / (#of faces x 21 ✓ (square feet) / HEIGHTHEIGHT A 0A/V NT Y1-0(`A y=6° i 6 c Ios y.f P. 3-C9« C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): 2. 6' 2 / fry cz+yf 5t C 4'(21 111A P 2:70.51 BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A B C D E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-5 Bulletin#102-May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application SITE PLAN rn *FINAL INSPECTION REQUIRED -<m I D m C cn m 73 D 156.0' r 0 .o, ® Sign Code Approved: (1-11 ---4 - ----. r - - I Date: 3 / 2-7 / i / bc).\, 4 Ai A APPROVED Bv < ,- , Date 3 ii \ PARCEL: 2154660010 0 AP- RECEIVED MAR 01 2019 ��_, V CITY OF FEDERAL WAY \ COMMUNfTY DEVELOPMENT -he Sanctuary SHEET 0; 3810 Weyerhaeuser Way SNSO -- Site Pia! .ederal Way, WA 98001 FSE-SIL • i Li_ JIr-', ' NJ.a1.E_D • COMMERCIAL 610010/C0 11 da 3435 Martin Way E, Ste H, Olympia, WA 98506 "; 10 A?1 df11DNb S HI IsaacD@ NWSignSource.com (360)259-2178 u61S 4uawnuoW IlDIsul .192r0eld S ADD JasnaoyaaAaM 0176C2-0[802 :SS]dCaV — OS-00-L8600[-6t .# 11W21dd SITE PLAN - ENLARGED �' a ' �� �:► • W V a Retain Existing Tree(s) One (1) 'V' Shaped Monument Sign .a ° ° New Shrubs to match existing All Aluminum Construction. Painted with Acrylic Polyurethane Finish, , .. a a Dimensions shown are of Base. 0 0.' New 'Kinnikinnik' Groundcover See Elevation View for Face 'V' lirt 011 4 a at 3'-5' spacing (12) total dimensions. �� r - o < ° /I -441i - 0 Engineering Notes: ''T �' s - * ' �� Solar Panel 4 D A Engineering ATTACHED on �, , 0 . ° r ^ . ° Array & separate sheet. (Ili` y414, g — . .Q - ,o� Battery cb 1/�/, Measurements are done to maximum size for safety. Actual r_' - = 6 �;�1�� measurements maydiffer, BUT ` ' ' . `� 40�%+\`I WILL NOT EXCEED. �� ' 04 ti t . . " : -a : 481-3 setback \v:%r,it Landscape Notes: 4. . �!® = C�, =�' Existing landscaping exceeds ;�� 46 6X �� Si Z�--1 1 1 ,,/I►��i�l����� monument sign landscape : • \ h \'c ELEVATION VIEW g,-6ll Route Out Copy, Backed with White Acrylic - f c 3 (� 1( 13 P j!. i_ a Ai 1 i` s F Raised Dimensional Lettering "4r Ii i ;l o c . . , AT EASTVI@ .fA I Raised Dimensional Numerals I --. 3 10 • 3 3 2 3 30 3 ;� O We rc�riy��ct.1 cr ' F t, , , Faux Corten Steel Finish Faux Concrete Texture, Dark Brown Finish GRADE (averaged from Street) Height of base must be>_20%of the overall height of the sign. (FWRC -he Sanctuary 19.140.170(3)) ` ,, r — SHEET 04 3810 Weyerhaeuser Way S \ V S I \ " ) \ \ Elevation Viev .ederai Way, WA 98001 RETA' L • ILLUMi \JA'-E • .O NIERCIAL )ate: 02/27/19 3435 Martin Way E, Ste H, Olympia, WA 98506 Cale. 1 " = 'lie: The Sanctuary - Permit IsaacD@ NWSignSource.com (360)259-2178 S 1p'-6" - ----,-Sigi1 Design Based on 2015 IBC 1._0. 1'_0" 9'-6" i :1 io" i , JJTS_1719 , 4 I! i= Project The Sanctuary Monument ( j - - Job Location 133930 Weyerhaeuser Way _ ��O\"I '�D • I -SIGN CABINET Federal Way,WA 1 1` t" SIGN CABINET {n�r4 .i -- 1 -- ---- -r -- '` c. • c) %or C _._..._......�... INPUT DATA I ! ) YY € € t TYP r Exposure category(B C or D) = I C , .\� i €Q e. � Risk Category 11 �._._. ... Nominal Design),Mndspeed Veil 110 jmph �'�5 1D �� Topographic factor K,� 1 1Flat (/Z Height of the sign h 675 In 6'_9" ._ Vertical dimension(forwall,s h) j s 61.111705 75 ft RT 4 X 4 X 0.188 t✓1 1` Ci•e- • Average Horizontal dimension B a 5 ft f Dimension of return corner L, 1 ft ff ALUM.SQ.TUBE. _.., ___. _ ( ._ I ...,..,I,,.....,......}..,....... TYP. 9'-8 13/16" 7.4 .. .,_,. ._ ._.._. [, �......-..,__._._.._. i__._._..........".. ANALYSIS Velocity pressure - gh=0.00256 Ke Ku Kd VZ 22.38 psi Bwhere: TYP. y PL 8"X 8"X 5/8"THK. qh=velocityheight ( 9 page 249) - pressure at h E .2931, a ez ., -•.•: ,...,) ALUM.PLATE,TYP. Kh=velocity pressure exposure coefficient 0.85 xp _� SEE DETAIL"B.. , , „ evaluated atheight eboee ground level,h (Tab.29.3 1, page 251) , e e;, .�. ..__. ....(T j j - ®.�>r W,. e ,d,;,r FCa=wmd directionality factor.(Tab 26.61 page 194) = 0.85 .1 X (2)#4 TIES TOP 5" 4.___„. -• '�"` ` '. #4 TIES @ 6"O.C.TOP 18" CONSOLIDATED Wind Force Case A:resultant force though the geometric center(Sec.29.4.1&Rg.29r.4-1) #4 TIES @ 12"O.C.REMAINDER CONC.f'c-2500 PSI Maxhonzontal wind pressure=p=qh GG_ = L 27.04 psf 1; .$ �,. " '%,, • (5)#5 VERTS,3"CLEARANCE,TYP. T-4" TYP. where:G gust effect factor.(Sec.26 9,page 198). = 0.85 i'•, 1 `' ,r C, net force coefficient.(Fig.29.4-1,page 1.42 TYP. d _ .. s*+• ,.a I - •f .. `- _._. = _= = 71.5 ftz ( " 'i ^•l'. Lr 1+ 1,-i" _.. ...... - A, B s the gross area CONSOLIDATED \ /!\_._ _ 1 Estimated sign weight 428.8 Lbs CONC.f'c=2500 PSI "" "` _:., (' .:' .' •111. ' ; TYP. RT4X SQ TU0.188 I DESIGN SUMMARY 't 1111 • ALUM.SQ.TUBE, P.g ( '•` TYP. Allowable Stress Design Wind Factor=[ 0.6 ri tii € Design Wind Pressure= ' 0.6 x p= 16.23 pat, `- 9-813/16 Design Windforce,F = ' 16.23 x As= 1.16 kips 18"0 Xy ............ TYP. Mom entArm= 3.36 ft ELEVATION • 8" i PLAN VIEW Design Moment =F x moment arm= 1 Mil kip-ft NTS y 1.. �_6" 1"CF . N.T.s. Footing Design(t�onconstrained) I I t Diameter= 1.50 FT Soil Pressure= 100.00 PSF/FT € : 1" --. _.._,4, _. CO Q 3/8"0,18"MIN.EMBED. S1= 325.33 PSF GALV.ST'L ANCHOR BOLTS, A 2.78 FT ' TYP. ���/ ! EMBED.= 4.87 FT ' RT4X4X0.188 �t�\7 �ts �/ ®��� 0 p ALUM.SQ.TUBE 8" 6" IN RT 4 X 4 X 0.188 fan ,,,,,..1. k Q 18 in. •De th_ 4'-11 ALUM.SQ.TUBE / � = _, _ • ti - x Pole Design Alum.SQ.Tube 3/16"► TYP' Sec Mod.Req'd :USE 6061-T6 I - S= 2.57 ( RT 4 x 4 x 0.188 IS=3 48 -•_- •a Base Plate Alum Plate t � �. 1 q �� Thickness Req'd USE 6061-T6 1/2"0 GALV.ST'L. BASE PLATE � � �, t= 0 52 PL 8"x 8"x 5/8 It 063 .:n7 �.� THRU-BOLT p o t=5/8" (4 PLACES) N.T.S. • ,`�`l. Anchor Design Gale stl.Anchor Bon II Liimil 111 lin CABINET p, Tension Req'd. USE F 1554 Grade 36 .___ FRAME T= 1949 3/8"0,18" Min.Embed. T=2,390 TMP NOTES : GENERAL: STEEL: WELDING: CONCRETE: • SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2015 IBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 CONNECTION • PROVIDE ISOLATION OF DISSIMILAR MATERIALS. • PLATE,ANGLE,CHANNEL TEE,AND WIDE FLANGE: ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. • COMPRESSIVE STRENGTH AT 28 DAYS,f'c=2500 PSI • COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM. ®(8 PLACES) N T S. HSS ROUND,SQUARE,AND RECTANGULAR TUBE: ASTM A500 GRADE B ' E70 XX ELECTRODE FOR SMAW PROCESS. • CEMENT TYPE II OR IV.W/C RATIO 0.45 BY WEIGHT FOR ' THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. OR EQUIVALENT ' E7OS XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON FOOTINGS ' PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 • ER7 XX ELECTRODE FOR GTAW PROCESS. • CONCRETE MUST BE POURED AGAINST UNDISTURBED � E7OT XX ELECTRODE FOR FCAW PROCESS ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 . STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. EARTH. • ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE ' MAINTAIN A MINIMUM 3"CONCRETE COVER OVER ALL ' SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF ZINC COATED(HOT DIPPED)PER: ASTM A153 OR F2329 EMBEDDED STEEL. BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE 2OFT-LB AT ZERO 0"AS DETERMINED BY THE APPROPRIATE AWS A5 60 DEFORMED BARS CLASSIFICATION TEST METHOD OR MFG'S.CERTIFICATION. SOIL: R //��E LVED ANCHORS: ALUMINUM: ALUMINUM LATERAL SOIL BEARING P R 1 SS 5 TABLE 1806.2 DESIGN AND FABRICATION ACCORDING TO AWS D1.2. • BRAND NAME APPROVED POST INSTALLED ANCHORS DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL (100 PSF/FT). o SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED •� PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING: ALUMINUM ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. MAR 0 ZO19 • EQUAL. ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH. FILLER ALLOYS PER TABLES M.9.1 8 M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. a RNwy/.yjinc.com SHEET TITLE: DRN BY: B.B. DATE LAST REVISED: Jan 07, 2019 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS_1719_The Sanctuary_Monument_Weyerhaeuser Way_Federal Way_WA.dwg P.O.BOX 802050 MITE Sia N�OJ 1;-1U A_RIF CHK BY T.J. PROJ.START DATE: JAN.04,2019 1 -I-/- - PROJECT LOCATION: THE SANCTUARY CITY OF FED NAY 2"Of by:Nikko on 1.7.2019 @ 10:42 AM SANTA CLARITA,CA.91380 BIC. NIU MtE1N 1JJ REV BY' T.J. SCALE: AS SHOWN 2 Imo_ - 33930 WEYERHAEUSER WAY COMMUNITY DEVELOPMENT TEL.(661)259-0700 FAX.(661)259-0900k 3 -I-I- - FEDERAL WAY,WA OF 1 PARCEL INFO RENDERING Parcel: 215466-0030 Zoning: OP-1 Parcel Acreage: 3.6 Structure Gross Sq Ft: 55200 Owner Name: MD VENTURES TALON LLC Owner Address: 6725 116TH AVE NE KIRKLAND WA 98033 — ,7 ">� ,.�_ , y ,� ,,'u ,y 1 1 t.,- -\, _ �' it .__,_,,,, ,:-.. A ,_...3 _ 1-Tkri'ji , (j '\ 1_, )_TI,1921 L N C 1, LIZ\L - \v-7 01 ' ., y lteth 33G i0, 33Gi 2�, 3 )30 339 ' s 'jaiill '. 3 0\fi�eye� et�set \�>�� ak VICINITY MAP ` ... ikAir 3i.,-I -he Sanctuary �, �. C �— SHEET 0 ' 3810 Weyerhaeuser Way S \ � S I G ,) L, R. over Sheet & t - •ederal Way, WA 98001 , EC over �'��! '_. • ILL�MlN�r>wTEG • �t�Mi`�E= CAL_ )ate: 02/27/19 3435 Martin Way E, Ste H, Olympia, WA 98506 MC: '• 21119t.s 'He: The Sanctuary - Permit 3aacD@ NWSignSource.com (360) 259-2178 Cr]Y OF FFI1FRAI MAY COMMUNfTY DEVELOPMENT Sign Design Based on 2015 IBC • 1._0" f -..- 10" f Job# JTS_1719_R Project The Sanctuary-Monument - 10'-6" Job Location 33930 Weyerhaeuser Way • SIGN CABINET Federal Way,WA - 1'-0" - 9'-6" ❑•1 - r- INPIJTDATA I I Exposure category(B,C or D) = C t Risk Category = II 7 SIGN CABINET Nominal Design Windspeed V, 110 mph Kr = 1 Flat Topographic factor Height of the sign h = 5.25 ft TYP. Vertical dimension(for wall,s=h) s = 5.25 ft Average Horizontal dimension B = '10.61 ft 5'-3" Dimension of return corner L, = 1 ft 6.-4" -. -RT3X3X0.25 9'-813/16" ALUM.SQ.TUBE, ANALYSIS TYP. Velocity pressure g„=0.00256 K„K„Kd V2 = 22.38 psf © where: 1'-0" �� TYP. `; PL 8"X 8"X 1/2"THK. qh=velocity pressure at height h.(Eq.29.3-1,page 249) �s ALUM.PLATE,TYP. K„=velocitYpressure exposure coefficient = 0.85 ,I SEE DETAIL"B" evaluated at height above ground level,h (Tab.29.3-1, page 251) L (2)#4 TIES TOP 5" ❑ { - --f Kd=wind directionality factor.(Tab.26.6-1, page 194) = 0.85 #4 TIES @ 6"O.C.TOP 18" • -_ -4-4- -=T #4 TIES @ 12"O.C.REMAINDER CONSOLIDATED Wind Force Case A:resultant force though the geometric center(Sec.29.4.1&Ag.291i4;1) (5)#5 VERTS,3"CLEARANCE,TYP. CONC.f'c=2500 PSI Nlaxhorizontal wind pressure=p=q,GC,= = 6.62 psf 4'-3" 6'-4" TYP. where:G=gust effectfactor(Sec.26.9,page 198). = 0.85 TYP. ' ar C,=net force coefficient.(Fig.29.4-1,page 252) 1.40 ' ( A =Bs=the gross area = 55.7 ft CONSOLIDATED ` iRll31. .❑. I 1#" 1.-0" - CONC f'c=2500 PSI + = r TYP 1 Estimated sign weight 334.3 Lbs T3X3X0.25 1 DESIGN SUMMARY ALUM.SQ.TUBE, Allowable Stress Design Wind Factor=I 0.6 x_18"0 TYP. Design Wind Pressure= 1 0.6 x p= 16.00 psf "4'. TYP. 9'-8 13/16" Design Windforce,F = ' 16.00 x As= 0.891 kips ELEVATION Moment Arm= 2.61 ft N.T.S. PLAN VIEW Design Moment =F x moment arm= r2.3281kip-ft N.T.S. - 1"...---6" 1" Footing Design(aonconstrained) 1 Diameter= 1.50 FT r /- Soil Pressure= 100.00 PSF/FT 1" •Q 3/8"0,18"MIN.EMBED. St= ,278.67 PSF GALV.STL ANCHOR BOLTS, A= 2.50 FT � TYP. EMBED.= 4.19 FT ' RT 3 X 3 X 0.25 Afir71744ppix.4( Aa:. '�\ r 18 in. Depth=ALUM.SQ.TUBE, RT3 X3 X0.25 ��'� fir\ O_ MI ALUM.SQ.TUBE, ��1�` o ft l __ NP' Typ x Pole Design Alum.SQ.Tube _ Sec.Mod.Req'd. USE 6061-T6 1/4" r WI'. S= 1.54 1 RT 3 x 3 x 0.25 IS=2.33 4414.171349 ,,,: Base Plate Alum.Plate g 11}". r t'\*. Thickness Req'd. USE 6061-T6 1/2"0 GALV.STL. t= 0.40 I. PL 8"x 8"x 1/2" 1t=0.50 THRU-BOLT,TYP. ©BASE(4PLACES)PLATEN.T.S. \1,0� Anchor Design Galy.St'I.Anchor Bolt CABINET \�� Tension Req'd. USE F 1554 Grade 36 FRAME 4j T= 1164 3/8"0,18" Min.Embed. T=2,390 TYP. NOTES : GENERAL: STEEL: WELDING: CONCRETE: SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2015 IBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14 CONNECTION • PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE,CHANNEL TEE,AND WIDE FLANGE: ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. • COMPRESSIVE STRENGTH AT 28 DAYS,f'c=2500 PSI ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM. • COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. A (8 PLACES) N.T.S. • HSS ROUND,SQUARE,AND RECTANGULAR TUBE: ASTM A500 GRADE B • E70 XX ELECTRODE FOR SMAW PROCESS. • CEMENT TYPE II OR IV.W/C RATIO 0.45 BY WEIGHT FOR THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. OR EQUIVALENT ' E7OS XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON FOOTINGS PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF ' ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 • ER7 XX ELECTRODE FOR GTAW PROCESS. • CONCRETE MUST BE POURED AGAINST UNDISTURBED ALL STEEL MACHINED BOLTS SHOULD BE ASTM A307 • E7OT XX ELECTRODE FOR FCAW PROCESS. STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. EARTH. • ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE • MAINTAIN A MINIMUM 3"CONCRETE COVER OVER ALL SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS • ZINC COATED(HOT DIPPED)PER: ASTM A153 OR F2329 WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF EMBEDDED STEEL. BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE 20FT-LB AT ZERO 0°AS DETERMINED BY THE APPROPRIATE AWS A5 60 DEFORMED BARS CLASSIFICATION TEST METHOD OR MFG'S.CERTIFICATION. SOIL: ANCHORS: ALUMINUM: ALUMINUM LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2 • BRAND NAME APPROVED POST INSTALLED ANCHORS DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL DESIGN AND FABRICATION ACCORDING TO AWS D1.2. (100 PSF/FT). SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED • PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING: ALUMINUM ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. EQUAL. ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH. FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. www.yjinc.COm SHEET TITLE: DRN BY: B.B. DATE LAST REVISED: May 16, 2019 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS_1719_The Sanctuary_Monument_Weyerhaeuser Way_Federal Way_WA.dwg P.O.BOX 802050 !ij SANCTUARY' CHK BY: T.J. PROJ.START DATE: JAN.04,2019 1 05/16/19 B.B. PROJECT LOCATION: THE SANCTUARY SHEET# SANTA CLARITA,CA.91380 � fr IBJ REV BY: T.J. SCALE: AS SHOWN 2 33930 WEYERHAEUSER WAY FEDERAL WAY,WA TEL.(661)259-0700 FAX.(661)259-0900 plotted by:Austin on 5.16.2019 @ 1:49 PM 3 --/-/-- -- 1 OF 1