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Plans (39) JSWP2ot - UCL%/?/ I (0/1 c scv N r-(46 us WALL SIGN ANCHORAGE CAPACITY TABLES:Scope of work Is for the anchorage of the raceway to the supporting structure ony. LOADING CRITERIA:(ASCE 7-10)3sacong gust Speed 120 mph(max) '`F -. Exposure B (max) Risk Category II (max) ~! GCp= -1.40 v..' qh= 13.2 psf >, .y ek -- F= -18.5 psf r � '� r� . :. ,� 11 Sign Dead Load= 4.00 psi(max) -- -- = -- --0 -`-_-- ^^+.•- -__ +t' , f ..... d= 8 in(min) y .,,.. f Holtz.offset,xl= 7.5 in(max) `. Vertical offset,x2= 8.5 in(max) ____... The area used in the'area per anchor'column of the table is the actual solid area of the sign(including the raceway). Take the total solid sign area and divide by the'Area per anchor'listed in the tables to determine required number of anchors. Anchor Capacities: DIRECTLY AGAINST Brick STRUCTURE Fastener Options: R aaa��� --- 1)Powers AC100+Gold Epoxy,3 1/2"minimum embed into brick 2 Hilti HIT-HY 70 Epoxy,3 1/8"minimum embed into brick Anchor Size Brick Area per i Tension1'l Shear1'1 anchor,R' 0.25 200 200 7.3 � l - j 0.375 200 200 7.3 MAR 2 3 2016 + ' 4 1 0.5 200 200 7.3 Notes:1)Anchors to be spaced the lesser of a minimum of two bricks or 8"from other anchors or edges. -----1 f_ CITY OF 'HUARD : 2)Anchors to be installed in sound,undamaged brick with sound,undamaged mortar joints. ) 3)Fastener capacities in brick are limited to the assumed capacity of the material. BUILDING DIVISIOR ' - J THROUGH Plywood/Metal Siding Fastening Options: NONSFINISH 1)Snaptoggle Toggler with Threaded Rod 21#12 wood or metal screws Anchor Size Plywood or Metal Siding Area per Area with non- Solid area of sign(including raceway): 28.17 if Tension Shear anchor,ft' structural finish Allowable area per 4.3 ft2 per anchor #12 Screw 66 108 2.5 1.6 of anchors: 7 anchors(min.) 0.25 70 120 2.7 1.7 Use 10 anchors 0.375 195 140 6.7 4.3 0.5 230 160 7.8 5.1 Notes:1)Metal Siding(without plywood)to be minimum 24ga.thick. 2)The non-structural finish to be no more than 2'thick.A 1"dia. pipe spacer is required at non-structural finishes. 20'-O" • 0 0 e� r0 _ _ • 1 • .: 1 1 1 1 . • 3/8"dia.threaded rod with I 4 ���p PRO, Snaptoggle Toggler and 1"dia. g��G I N F jo pipe spacer, Typical (10)locations tc. " 7252 PE ' to Solid Wood Framing Fastening Options: 1)1/4'dia.Simpson SDS Screw,with 1 1/2"minimum embed into framing r a 2 Lag Screw,with 1 1/2'minimum embed into framin f f," e I N :''' ,, Anchor Size Solid Wood Framing Area per Area with non- ti0 Q Tension Shear anchor,ft' structural finish ,°• 1,y 0 , QQ 0.25 3 5 225 110 7.1 6.2 1/✓OSEPH*1k 0.5 378 290 13.1 8.4 Notes:1)Do not use 1/2"lags into the edge of 2x framing. 2)The non-structural finish to be no more than 2"thick.A 1"dia.pipe spacer is required at non-structural finishes. EXPIRES:12-31-2016 General Notes: 1)Unless there is an anchorage option for non-structural finishes,there is to be no gap between the structural support and the sign framing. 2)Tables are for the anchorage of the sign to the building only.The design of existing structure and sign framing is not a part of the scope of these tables. 3)Waterproofing of the connection is to be designed by others. 4)When using a manufactured fastener,follow all requirements and recommendations listed by the manufacturer. 5)Anchors exposed to the weather or in contact with aluminum to be adequately protected to prevent corrosion. 6)Tables assume sign is located in a building corner zone and that the center of the signage is located above the center of the raceway. 7)f the sign is located outside'0.1'building width'from the comer,multiply the square footage values times 1.25. 8)The anchors are to be equally distributed along the top of the raceway. 9)A minimum of two fasteners are required at the top of the raceway and the hoizontal anchor spacing is not to exceed 6'o.c. 9570 SW Barbur Blvd Project Name I Love Kickboxing Raceway Anchorage Project# 160353 Suite One Hundred as Portland,OR 97219Vi 10115 S W Nimbus Avenue,Tigard, Oregon Location g g Client Meyer Sign Company MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM K�r"1 3/23/16 1 oft www.miller-se.com By Ck d Date Page ENGINEERS vW- '1r JO, 6 /1)/15 :1 m JS Ub' VIA-T7 o ) jc fr . " : i t A - i G � A 1 ,0 1411 " f jJj Cty hP/3) 911)9 (1 '9 c.J\ a� c (). p r 2,1/ ( rY 'id i '9 ccez,4 yp ' wie9 EL 407 , gfl-V snowily plc ,s7/0/ (7 lx (79q > 7P07 J • CHANNEL LETTER - EXPOSED RACEWAY DRYVIT WALL 1 / 1 C> 5" I3" PROVIDE ICE&WATER SHIELD DOUGHNUTS AT ALL BUILDING 1 PENETRATIONS,USE MULTIPLE 0 LAYERS TO ENSURE TIGHT SEAL TO BUILDING. a 0 0] 0 F 1s ATTACHMENT TO BUILDING —l.'j ] �-CJ� STUD WITH SPACER r' , w TYPICAL FOR ALL SIGNS ' co Q 1, .] 4-0 > JUNCTION BOX /� © B ] 0 d 2/4"EMT(OR PVC) ] ` CONDUIT CUT TO LENGTH TO MATCH DEPTH OF ] • EXTERIOR FINISH.CONDUIT EACH R COREQUNEED AT l I 1� EACH BOLT CONNECTION ( j'� 1/2" / 6"1 5/8" 3 1/ GYPSUM METAL DENSGLASS EIFS SIGN BOARD STUD SHEATHING BAND TRIM Itii 061614r = l5'olhs OA .080 ALUM.RACEWAY 5"X 8" OE 1 1/2"X 1 1/2"X 1/4"ALUM.ANGLE O .063 ALUM.BACK © STANDARD 120 VOLT TRANSFORMER 0 3/8"TOGGLE BOLT,EMBED INTO METAL OJ .040 ALUM.LETTER RETURN FRAMING AND SHEET METAL BACKUP © PORCELAIN INSULATOR BOLTED © WHITE TRANSLUCENT LEXAN OK 1"TRIM CAP TO RACEWAY LETTER FACE Op STANDARD L.E.D. OH FACE LIT LED LIGHTS © LETTER TO BE ATTACHED TO FRONT WIRE OF RACEWAY WITH#8 TECH SCREWS MIN.4 PER LETTER • FABRICATION SPECIFICATIONS A PAN CHANNEL LIGHTING WHITE LED FACE COLOR WHITE PLEX • 20'-O" TRIM CAP COLOR BLACK RETURN COLOR PRE-PAINTED BLACK A 5, B PAN CHANNEL LIGHTING WHITE LED 101 FACE COLOR WHITE PLEX 5 VINYL COLOR PRINTED HEART&GLOVES TRIM CAP COLOR BLACK �+ RETURN COLOR PRE-PAINTED BLACK 0 `— LJ II CITY�F TIG• V PACE T COLOR MATCH WALL COLOR o p H I -- - / .\ REVIEWED FOR CODEC• • xi 1 V - j - - - Approved: I Li. — A ,� + OTC: [ I MAR 8 2016 Permit#: #rv2ac6-- c �1 Address (bt�1 E ,.n LL t. ,s/N, f, Sui BY:: A'el.a Date: 4'2.:w • 1 ILLUMINATED PAN CHANNEL DISPLAY SCALE:318" 1'-0" 1.2 SIDE VIEW/DETAIL — QUANTITY: 1 MANUFACTURE&INSTALL 39.35 SQUARE FEET OFFICE COPY ART SUPERIMPOSED ON PHOTO.SHOWN AT APPROXIMATE RELATIVE SCALE c , iltr > i rOMr :,- ' :* ri' ' •�► ` �°.'..1%„,,,, " ,.st. ►. Ifst..:-,4-1/4, �lA.A.' +T„ .kr 4. 4- 1 'i • •Pr . A ^fir ,; 'x _ ' r-:', '. 'l` kgg iLoveKickboxin .com • sales@meyersignco.com I LOVE KICK BOXING • This is an original unpublished drawing created ted fa PROIECT ACCT.MGR:ROB BREAZILE DATE BY. s g I p ea r DRAWING# ' 0101 r DATE BY_.._ .= :_w<. - ..: CUSTOMER APPROVAL: LANDLORD APPROVAL Meyer sign Company's customer and the project www.meyersignco.com ADDRESS: 10115 SW NIMBUS AVE L REVISION 1 02.11.16 SHOP MGR: I fi @ REVISION# planned for the specific needs of Meyer Sign Customers. hone:503 620-8200 TIGARD,ORy These drawings are not to be shown outside your • P SCALE REVISION# LVIsIoN#J VISION# organization nor used,copied,reproduced,or exhibited fax: 503 620 - 7074 DESIGNER: PAUL RULE DATE 02 03 2016 €1REVISONd J DATE: DATE: many way unless authorized in writing by an officer of Meyer Sign Com of Oregon.IlLov. � eye �g pant' g SHEET OF