Loading...
Plans • Project: Planet Fitness SITE PLAN Address: 7255 SW Dartmouth St. Tigard, OR 97223 Tax Lot: 15136DC04600 010E COPY Zone: Triangle Mixed Use (TMU) PROPOSED SIGN#2 I. 0 42.R4 r iI''t l M .` '� '`. ii' CI t# °•'V: -' 1,..^--;gin 1 ; PROPERTY LINE " ' ry T PUBLIC ENTRANCE 4�.y. - = : ` , -"1� A 1 , _ dit Q :rrr ra PROPOSED SIGN#1 — +(Of A "� { A as ?,'iM^u I.. �` +r_ I` -i OFFICE COPY = 4 3 P CITY OF TIGARD.. — ,� I _ RLVIEW.laD FOR CODE COMPLIANCE `� SW -� ....�...-- mouti I 1 PROPOSED SIGN#3 •' • tT:, .: .. w Permit it iii, 1-) uU--i'.L'� II Address: '72_s_c3 Da.,,Tres 6 trrh ✓R T W Q E Suite#s _ • Byt J j ' Dates..zar Z7 •°( ' -% I "t , IA 985 Applicant Tabatha Howard *No existing signs on site RECEIVED Boost Consulting LLC,(dba FASTSIGNS) VAL u P-: `i i r SEP 2�Z7 10309 SE 82nd Ave STE C THE ISSUANCE OF A PERMIT Happy Valley,OR 97086 BASED ON CONSTRUCTION C►IY OF TIGARD 154@fastsigns.com 503-777-2300 DOCUMENTS AND OTHER �ea)�p1NG DIVISION DATA SHALL NOT PREVENT h%\f;n skifv CLIENT:Bravo Fit(Planet Fitness) THE CODE OFFICIAL FROM ciememaa-isw1s-CSSEinznd,Ave. CUSTOMER NAME:Timothy Murphy P. ,� JOBNO:10S470 REQUIRING THE CORRECTION isosii77. O r«y. , „5, DATE:08.22-2022 Saved in8l22folder OF ERRORS.OSSC 105.4 1 SIGN # 1 MEASUREMENTS Illuminated Channel Logo and Letters Pre-Painted aluminum latter cod returns(Planet fitness Mulberry) -3.16'White 1328 acrylic laces with Mulberry 422 Orcal 8800 Series translucent vinyl applied to 1st surface ._. Letters to haver White trim cap ( -While LEO illumination tj849'n*n B':d%fie rgnne(tor tq 1 lit Mtelyrirry. `fib ta_ , _,,,_�� p1anetfitness2ti8.5 rP TOTAL t -Pre-Finished Black aluminum letter coil returns U.~-`\ -3/16'ClearAc lace with direct to material efi digitally \Acrylic ( y q' ly printed graphics onto 2nd Sprface -1'White trim cap -White LEO illumination 1 Key^II e.to ee 5- - .Q12_Ilt 1"lickpht . e.•t:a•� w'z'.tR �nr2a=fir•. - 1'While trim cap - t'Inm cap{White) Pre-painted Back Pre painted aluminum letter coil returns aluminum Letter Coil returns —'—(Planet Frt.^.ess Mulberry) SIDEPAOFILE I Low) SIOE�OFILE(_Letters j t> NTS — i --j I "/4:,,, 1 5T CLIENT:Bravo Fit(Planet Fitness) C45anec-ta-dmr SE e2id Ave. E:Ti CUSTOMER NAME: Murphy P0,-a aq ,y JOB NO:105970 xu>--z::o eesr..pn=wmnOC DATE:08-22-2022 Saved in 8122 folder PAGE:2 ELECTRICAL INSTALLATION INSTRUCTIONS PF=CL065X0455.120K 1 BILL OF MATERIALS REF# DESCRIPTION QTY LENGTH 1 GOG-3 LED(WIRE) 405 .r 5"[127mm) 2 60W-12V POWER SUPPLY 6 3 LIQUID TETEJ'BOX SET-120V 1 LETTER TRIM FASTENED TO RETURN 4 18 ga.L.V.WIRE w/2'GTO COVER 6'.20'-0" w/*TO PAN HEAD SCREW _ #14 X 4"HEX HEAD TAG SCREW 5 18 ga.L.V.1MRE w/2'GTO COVER 7 5-0" (8H12)PL.PER LETTER . USED TO SECURE LETTER 6 W.T.ENCLOSURE 80X 3 X TO WALL SURFACE 7 .063"ALUM.ROUTED BACK 13 lfr #10 X 1/2" I MIN.(6)-112)PL.PER LETTER/LOGO 8 .040"X 5"ALUM.RETURN 1 222'-0" PANHEAD '*•INSTALLER MUST ENSURE FASTENERS 9 OBO"ALUMINUM POWER SUPPLY SHEET I ~ SCREW 10 TOGGLE SWITCH w/BOOT 1 FULLY PENETRATE PLYWOOD BACKER 1 i 3/8"HOLOFLIX w/BLACK/RED HARE 1 20'-0" �� ALUCOBOND/EIFS w/MIN.1/2°PLYWOOD ON STRUCTURAL WALL STUDS C��rf m� .0 SA 0 MI 2"MIN. 54FOY CLIP 1"LETTER TRIM • � �'� N'���silr 41411111111111101111111101 P L.V.WIRE w/2'GTO COVER 11111 a n"ACINLIC FACE LEADS THRU WALLN IPOWER SUPPLIES INSIDE LED ILLUMINAAON ! W.i.ENCLOSURE ON 1I' WALL INSIDE BUILDING II. ■ i , , 1 ( ,i L [ . CHANNEL LETTER I—I DESIGN NOES ! FF `` (w/,063"ALUM.BACK LOADS AS PER ASCE 7-16 fl--- -�• ----_-�• -- -�• & 040"ALUM.RETURN) Tigaltl.OR AREA. 0 '. DRAIN HOLE tq LOW POINTS lag PISK CATEGORY'1I BUILDINGS AND STRHCRATES 0 W.T.BOX#3 W.T.BOX#2 W.T.BOX#1 OF EACH LETTER ` _ 5 EXPOSURE B.110MPH 0 0 `; GENERAL WELD NOTE. SECTION A-A I/S FILLET WILDITEOD UNLESS NOTED W.T. ENCLOSURE BOX ASSY 37-11° I (711-P.S.#1 (721-P.S.#4 (25) (54)-PS.#3 (29) (22) (21) -i/-1 I _I (73)-P.S.#2 (21) °...` X,� (69)-P.8.#5 (66(-PS.#6 1 1 1461 L--. (37) (36) I (33) ..I i ey�- r.l r ( ) (33) (33) (33) I 1 I 1 i ll"""fff i 1'- i�7 e 1 .:i 7- .\ __ 1_��'� /�✓�� =j .,. 'L'--I. L •T :I I.e 1_� �\ o _. e--°•'`1 p.`-^tl? -•I I le 11\ \ • .I \.I 1. •>---1 I / P:1\ \ 1°I L 1 I I 11 a A 1 7'1 \ i I •'`� i PO7 ' 1 Pry g 1 I ; 1 1 1__ 1 1 1 1 i I I ' 1 1 _I.I�L I I l�l I 1�+ �`i 1+„. `,1 II \w !e e _ I_ a \OBI I I I I \ I r.- !"I� 1 1_ 1 1__ ,.I, r_0°I 1 ,ivs, 10•' I-„ i 1 5-,.. I1 I 1 �..�� r_ _ '„ !_I_ __II E_Is �`''.�r 9 )_-°: �- _ I `-T I _ _I I_Iv 1 \ .''� ���<Pi ! , _ �I11, JJJ A 00 00 ILLUMINATED CHANNEL LOGO &LETTERS UL REQUIREMENTS: SIGN PROGRAM:SECTION 14 ENVIRONMENTAL LOCATION:DAMP 1 DISCONNECT SWITCH. YES 1 SERIAL NUMBER: MFG DATE: �p planet fitness MANUFACTURER TECHNICAL tilAMA v ...--ieee-.a. C�A� DRAWN BY: S.POWER 28-Jul-21 REPRESENTATIVE: 'k8:✓r :Fa4IPATING INITEFHON_xlr OF PRIDE WEEIlMIEO um WIWI a WIT CHECKED BY: C.LENZ 29-Jul-217255 SW Dartmouth Street 01 RELEASED FOR PRODUCTION S.POWER 28-Jul-21 ru WIFE ;NR,TWWO"NE MRIITEN COWENI RCM PaUSEEs WWWED..02O2S 0 AMP DRAW: 72A a 120V Tigard OR CUT EI<F'. 28�h4-21 WEIGHT: 206 LBS. 255 RP�S!o-s GWBPGGE,ON WADE N11189-TEE 5106Y1 WO-VOW.P OESIG S.00 &FEE P E50019E PF -CL072X0061 .120K 1 — SIEET Y E CI-1 BILL OF MATERIALS REF# DESCRIPTION QV LENGTH I GOQ-3 LED(WHITE) 124 2 60W-12V POWER SUPPLY 2 3 JUNCTION BOX w/COVER 1 4 14/2 Bx CABLE L D 1 10-0' 5'-8"(1546mm) 5 TOGGLE SWITCH w/BOOT 1 6 3/8"HOLOFLEX LEAD 7 .063°ALUMINUM ROUTED BACK 1 8 .040"X 5'ALUM RETURN 1 29)-0' a� O " ` (127mm)1YP. EIFS SYSTEM w/MIN.1/2"PLYWOOD _ OVER STRUCTURAL WALL STUDS Q a F, LETTER TRIM FASTENED TO „� ‘Fs" i RETURN w/#10 PAN HEAD SCREW fig '� �y © ,�1 lj- 1 MIN.(12)PL.EACH • 4 a �, 3/16"LD ACRYLIC FACE m e a r, .q a LED ILLUMINATION 9 CHANNEL LOGO -E. B �I �� 6,-,, (w/.063"ALCM.BACK &.040"ALUM.RETURN) RR • .7 •v 4 6 Id O :I 90 CV e FASTEN LOGO TO WALL SURFACE E dye , O 0 • 0 w/#14 X 4"HEX HEAD LAG SCREWS F MIN.(12)FASTENERS PER LOGO S Z © ra V �I V e POWER SUPPLY/J'BOX&Bx CABLE LEAD if O QsO � DRAIN HOLE @LOW POINTS DESIGN NOBS 9 LOADS AS PER ASCE 7.16 .�. R� ()' OF EACH LETTER s Tigard.OR AREA. y C ry / RISK CATEGORY II BUILDINGS AND STRUC'URES �a59 V U X o b' 4a' '- DOERNIL DISCONNECT , F EXPOSURE B:110MPH (y TOGGLE SWITCH..JJJ s GENERAL WELD NOTE. Jr�`2 ,, CI LOGO INSTALLATION 1/8'F TWELD REQ'D UNLESS NOTED Q� •. ©©0 (124)LEDS ILLUM. CHANNEL LETTERS UL REQUIREMENTS: SIGN PROGRAM:SIGN LABEL 01 ENVIRONMENTAL LOCATION:DAMP 01 DISCONNECT SWITCH:YES 01 SERIAL NUMBER: MFG DATE: maw I S... ... 21-Aug.20 FITNESS REPRESENTATIVEMANUEACIURERrEGHNICAL ��1 DRAWN BY. S.POWER 21-Au 20 REPRESENTATIVE: c w N IS WaLfn OF WIPE Sirr.S IIMRED AND MAY NU BE MI-ID CHECKED BY: F.BERGER 21-Aug-20 7255 SW Dartmouth Street 01 RELEASED FOR PRODUCTION S.POWER 21-Aug-20 • MWY. VT WINall I1E WR1 NCOWN-1 FROM MOE Rif.,... „WED.02020 C Lie 24.v4r t-:,.-n. +wEC{.cN.CANADA MI 16V•TEL 519622.0.J•`AWN.cwCESIGIs.COM AMP DRAW 2.4A @ 120V Tigard,OR CUTEILE: 04-Sep-20 WEIGHT: 65 LBS. I , . . SIGNS #2 MEASUREMENTS 57 r ti' 7" 1 Aluminum retainer i I i Pre-painted Black Aluminum Coil r SIDE PROFILE , iL , NTS it s, . . $ N? �� 4•� '. M1 r 1ánet \IL. 1., . 1 , --7K F.'e: : -D6096r40112 DON I. h 4 52.64 ft2 TOTAL - Black Pre-finished aluminum letter coil returns I -306'White LEXAN face with direct to material(efi)digitally printed graphics I !-,^ `_-.saws CLIENT:Bravo Fit(Planet Fitness) - 1 1/2 aluminum retainer painted White CUSTOMER NAME:Timothy Murphy cam,.-1,,,,,,seaalan... PoW6m ar. -satew",,,,,o. IOB NO:105970 -White LED illumination lair 7729:S vwr vy,.'nm,ise DATE 08-22-2022 Saved in 822 folder PAGE:2 PF -CL096X0082:120K 1 L. 6'-7"[2007mm1 RETAINER FASTENED TO 7 RETURN w/#10 PAN HEAD SCREW (12mmJ _..__.A MIN.RETAINER w/ALUM.PINCH ANGLE USED TO 1 .4.4: i SECURE LEXAN TO SIGN BOX <ais" }"X 3"LARGE DIAMETER TAPCON-MIN.(3)PL. 3(16'LEXAN FACE ::L1:: : . E XUM ANGL isOltMlir— .1 LED ILLUMINATION P!! CONCRETE BLOCK E ALUMINUM ANGLE _ � STIFFENER FOR BACKER • I' I 1N POWER SUPPLY&J'BOX INSIDE LOGO ro '' p` 'q"UQLAD TIGHT LEAD THRU WALL iiii• .063'ALUM.RETURN 1 NI SIGN BOX SECURED MASONRY SURFACE &.063'ALUM.BACK �ix4X — THRU 1"x 2'X}"ALUM.ANGLE w/ DRAIN HOLE 11 P - #1 d X 2"TAPCONS MIN.(121 PL.PER LOGO !q�LOW POINTS OF LOGO u INSTALLER MUST ENSURE FASTENERS i ', a ^. HAVE MIN.2"BABEDMENT a • I DESIGN NOTES. LOADS AS PER ASCE 7-16 EXTERNAL DISCONNECT SECTION A-A Ti a,d.OR AREA: TOGGLE SWITCH RISK CATEGORY II BUILDINGS AND STRUCTURES EXPOSURE B:110MPH GENERAL WELD N01E' �.-'A I/B"FILLET WELD REGO UNLESS NOTED • ILLUMINATED CHANNEL LOGO UL REQUIREMENTS. SIGN PROGRAM.SIGN LABEL 0I ENVIRONMENTAL LOCATION:DAMP I DISCONNECT SWITCH:YES 01 e SERIAL NUMBER: MFG DATE: 64 MDR ==. 4s�� PLANET FITNESS MANUFACTURER TECHNICAL k DRAWN BY'. S.POWER 20-Jul-20 REPRESENTATIVE. gr;-19hVNM S F. GfTRCVETY CE RRIX SIGIS LIMREDMD MAY NOT BE MX CHECKED BY C.LENZ 21-Jul-20 7255 SW Dartmouth Street 01 RELEASED FOR PRODUCTION S.POWFR 20-.1u1-20 NNISYES?APf M I.F THEM 111C WIEN CONSENT FROM MN SI3.IS ITES.D2ryID `` 255 e4W«KA:.C+ o .ON CANN:A Nn 1�•TEL.sw.Ez2.a0a0-WAWPIRE`LSPSCOM AMP DRAW. 3 6 A•s 120V Tlgard,OR CUT FILE: 20•JuL20 WEIGHT: 101 LBS. - PF -CL096X0082.120K m BILL OF MATERIALS �� �, REF* DESCRIPTION QIY%LENGTH r i' 1I I 1I 1 GO6-3 LED IWHRE) 202 �• m�• 1 7 i , , i 2 60W-17J POWER SUPPLY 3 ' 3 14/2 Bx CABLE 1 15-0' r® V • -- 4 JUNCTION BOX w/COVER 1 t„ ' "gym 5 .063"ALUMINUM ROUTED BACK 1 �I '� • 1 6 .063"X 51.33"ALUM.RETURN 1 30'-0" ��. - % 7 .080'X 1 1f4°ALUM.RETAINER RETURN 3 VARIES a:n O B .100"ALUMINUM ROUTED FRAME RING 3 e ® a, , T ® ` 0.0 4'm ,2 ■ 111 9 1'X 1'X.063'ALUM.ANGLE 12 8" ° • °� 10 1'X 1'X.063"ALUM.ANGLE 1 4" aq ® m ® m , , / 61 Q 1 11 I'X 1'X.063"ALUM.ANGLE 1 2" ��� 12 1'X 1'X.063 ALUM,ANGLE ' .4 ®® FRAME -I 4• f 13 1'X 2'X 1/8'ALUM ANGLE 1 6'-1" . 14 1'X 2'X 1/5"ALUM ANGLE 1 5'-b 1/2" ° ° .� 15 1'X2'X 1/5"ALUM ANGLE 2 43/4' •_7 DETAIL FACE SUPPORT 16 1'X 1"X 1/5"ALUM.ANGLE 1,2° � q,- q� m , .a � a 17 01/2'ALUMINUM BAR 141/4' CI - ��. m Cr. CC o m m m am 8 '"TEK SCREW TO LEXAN BACK 18 TENNIS BALL 1 PP01 _ . '- •_� O @ CENTRE OF BOX 19 15A TOGGLE SWITCH w/RUBBER BOOT 1 i ; 20 3/B"HOLOFLEX LEAD w/14/2+MRE 1_4'-0" G +� en a m en e Cr, c'� 21 S/B"LIFTING BOLT 2 8 o to ® .� en Cr. 0 0 o eas. ® ® erme gt, m ,j T ° L a en w m a, o m °xe C3 c.1 CM 4`-.\ C' 1iO t 1 t ® a. Cr, m m m av axs ✓/' m GT9 ay. CU, CO m fID C71 CUR 07 °Y) 1�a Cr* tf M ',1 q1 - ass Cr.m ® W F- --th- i. 4 " p r t � as as m m ate-. Rn m .� m .2n e .` a a a a .=. .„,.. „.._ °N • Ill • .q r.,a �r. co ., 1 _71 ANGLE WETTED TO RETURN O 13 P ..� �, °-�, ® an ® . .T, v 4 /+//�`� 0 E I (IIfJ.(2)PL EACH ANGLE - `°' I1J PL.FORT'ANGLES /''�" _ O�i�® CLINCH ALUM.BACKER q'��• o + / I TO NOTCHED RETURN '.000 �� __-IN,/ CAN DETAIL .. PS#1,2&31202 MOD) LOGO ASSEMBLY ANGLE STRUCTURE DETAIL ILLUMINATED CHANNEL LOGO UL REQUIREMENTS: SIGN PROGRAM:SIGN LABEL 01 ENVIRONMENTAL LOCATION_DAMP I DISCONNECT SWITCH:YES 01 SERIAL NUMBER: MFG DATE: A1DL ��� PLANET FITNESS MANUFACTURER TECHNICAL p .-- s s'. a P (p "�'°•r C.l f7 r DRAWN BY: S.POWER 20-Jul-20 REPRESENTATIVE. ass+s OwwrGus* B'�CPEmra RlmE is OVER MG MAR MO Huse CHECKED BY: C.LENZ 21 -Jul 7255 SW Dartmouth Street 01 RELEASED FOR PRODUCTION S.POWER 20Jul-20 ti'°CU.3S PART 4WC W THE w<1f1Fry CQYEM FROM M OE SC35 AMER o RCERD US VeW$lfH ROC,aMME,R.OM.C,.xRca NIT 1 B9•�1ER 519 aa.mw.aAVYRICO.rnc.CxwC AMP DRAW: 3,6A@120V Tigard,OR CUT FILE. 20Ju420 WEIGHT: 101 LBS. SIGNS #3 MEASUREMENTS r5- 6'-f" , Aluminum retainer 'f7;- Pre-painted Black Aluminum Coil z` SIDE PROFILE PdTS \ ' 4) 1-' planet i CO iftites 3.... �) F:.;e Non Pf 00900002.AOAB `.> . ••__F ,„5""--1 - O i 52.641F TOTAL -Black Pre-finished aluminum letter coil returns -3/16�°ff White LEXAN face with direct to material(efi)digitally printed graphics CLIENT:Bravo ERNA k(Planet Fitness) - 1 11C'aluminum retainer painted White �`'°`J CUSTOMER NAME:Timothy Murphy if 1W(11-+IXf(e•C&Ee2MRr�. �tia.aA _�,, ,oeNo:,os97o -White LED illumination 5631 mess wehetivm, '••.5! DATE:08-22-2022 Saved ir38/22 folder PAGE:3 PF -CL096X0082.120K — SFEE1# ,a. E. - 6-7"[2007mm] RETANJER FASTENED TO -.I 6' RETURN w(#10 PAN HEAD SCREW I [127mm] �- A MIN.(36)PL. .101"ALUM.ROUTED RETAINER w/ALUM,PINCH ANGLE USED TO SECURE LEXAN TO SIGN BOX . : ' o 1. 0I ^ 1 ' 'X 3"LARGE DIAMETER TAPCON-MIN(31 PL. 3/16"LEXAN FACE THRU1 X2"X¢"ALUM.ANGLE WALL SURFACE: • LED ILLUMINATION 14 ii• . - CONCRETE BLOCK ALUMINUM ANGLE 'I_ I STIFFENER FOR BACKER ( p j - i ' POWER SUPPLY&J'BOX INSIDE LOGO m �!... LIQUID TIGHT LEAD THRU WALL ■' SIGN BOX SECURED MASONRY SURFACE .063'ALUM.RETURN �I &,063"ALUM.BACKilg . THRU 1"x 2'X g`ALUM.ANGLE w/ DRAIN HOLE 1 P- #1 a X 2"TAPCONS • MIN.(121 PL.PER LOGO ' (cV LOW POINTS OF LOGO I ,el . • INSTALLER MUST ENSURE FASTENERS �� p d, HAVE MIN.2"EMBEDMENT DESIGN NOTES'. LOADS AS PER ASCE 7-IA EXTERNAL DISCONNECT Rgard,OR AREA'. TOGGLE SWITCHSECTION A-A RISK CATEGORY II BUILDINGS AND STRUCTURES EXPOSURE B:110MPH A GENERAL WELD NOTE 1/8'FrLLET WELD REG'D UNLESS NOTED ILLUMINATED CHANNEL LOGO UL REQUIREMENTS: SIGN PROGRAM:SIGN LABEL 01 ENVIRONMENTAL LOCATION:DAMP 1 DISCONNECT SWITCH:YES 01 e SERIAL NUMBER. MFG DATE. ��y�p�(� �{,1 PLANET FITNESS MANUFACIUHER 1ECHNICAL ( .) jPll�SIILD/L9 LN-I�°; ik DRAWN BY. S.PG,VER 20-Jul-20 REPRESENTATIVE: t' ,emu>R.k Lcuarhe,e.THE wrn[u,cr MDE sitxsuM^ITEs uro LW NOT 0r,eEo ' ..L CHECKED BY: C.LENZ 21-Jul-OD 7255 SW Dartmouth Street 01 RELEASED FOR PRODUCTION S.POWER 20Jul-Jul a%YXi[ v AA" ",Pll nffwr NCC-MEM FROM PRICE ACYr,IMITED WW1 C US Tigard.OR AMP DRAW: 3,6A(a1120vCUT FILE: 20-Jul-20 WEIGHT_ 101 LBS. - PF -CL096X0082.120K 9IEET♦-. 2CF2 , , BILL OF MATERIALS �" / �� REF# DESCRIPTION QTY LENGTH ( I r 1 GOAT-3 LED(WHITE) 202 ♦ 1-1" 7 i i 2 60W-12V POWER SUPPLY 3 'p `��i 4 9 14/2 8x CABLE 1 15'-0" a6' �� -- — 4 JUNCTION BOX w/COVER 1 • ,6,.o 5 .063"ALUMINUM ROUTED BACK 1 . AA 6 .069"X 5.33'ALUM.RETURN 1 30'-0" y� Os.". U • 8 .0100"ALUM NUM ROUTED FRAME RING 3 VARIES . C ® .�-s ,,, U m f• w� (Deo co / . . 9 1°X1"X,063'AWM.ANGLE 12 8° 1 0 1"X 1'X 063'ALUM ANGLE 1 4" lel /• ,, m m m ,, -, 11 1'X 1'X.063'ALUM.ANGLE i 2" 12 I'X 1'X 063'ALUM.ANGLE 25 1" I` 13 1"XD'X1/8"ALUM.ANGLE 1 6'-1" ° - �� - ®® FRAME 4 I�" 14- 1"X 2'X 115'ALUM.ANGLE 1 5-5 1/2" -.t m m m m �• / C) 15 1"X2"X1/8"ALUM.ANGLE 2 43/4' 4 ° DETAIL FACE SUPPORT 16 1°X1'Xi/B"ALUM.ANGLE 1 2° m ® 17 01/2"ALUMINUM BAR I 4 1/4" ° _ p� 8 .""TEK SCREW TO LEXAN BACK 18 TENNIS BALL 1 FPO' m cv us m ® rn m m m `�. _ O Q CENTRE OF BOX m e . m 19 15A TOGGLE SWITCH w/RUBBER BOOT 1 20 9/8'HOLOFLEX LEAD w/14J2 WIRE 1 4'-0" . e m es, c= m cc, -"-j m a-.� crn o ' 21 3/8'LIFTING BOLT 2 I 8 0 1 ;o ® _._ m a6 m m ca. ® m m m e3s • i im m .a m m o - .. le Lly om0OA ® £ Cr, CMI ._� � P li .,:� ,�. w — inns T I r� I 9 • 0 0 ® ca ® cx m m ..-')I, 1b• jr `' 0 • ®�r" 9 `l `iV_`A m •il �,, __D m ,J ° ° 7 " ANGLE WETTED TO RETURN I MIN..F R EACH ANGLE 07 ® 4. CO ca m ® cw 4 " ' �+ )1(PL FOR 1'ANGLES v-s ry n "' Oci we' CLINCH ALUM,BACKER 0 ® 6 •CO , ® co �4, j- TO NOTCHED RETURN ii 1`J• \"i �m 13 CAN DETAIL PS#1.2 @ 3)202 MOD) LOGO ASSEMBLY ANGLE STRUCTURE DETAIL ILLUMINATED CHANNEL LOGO UL REQUIREMENTS: SIGN PROGRAM:SIGN LABEL 01 ENVIRONMENTAL LOCATION:DAMP 1 DISCONNECT SWITCH:YES 01 SERIAL NUMBER. MFG DATE: 3 ')` �USI$I n4.14k PLANET FITNESS REPRESENTA IVTECHNICAL r�j �v�� .L . DRAWN BY: S.POWER 20-Jul-20 REPRESENTATIVE: fY.9W,K](RMoamm�c-sUT CVMII hN!%NEBGtsI ILIUM um rtnrra BE I140 CHECKED BY: C.LENZ 21Ju1.20 7255 SW Dartmouth Street Ol RELEASED FOR PRODUCTION S.POWER 20JU-20 ti11NlE S PART WTRurIBEWzmwGM/3EME4CMMB*9CM l IML[9.o 2a2c c us 255 40,U GWWtl9CE.CN.G+MGpA Hi I I Bs•TEE 519622mm-WMrni can AMP DRAW 3.6 A,-4,120V Tigard,OR CUT FILE: 20-Jul-20 WEIGHT: 101 LBS. e e . SIGN ELEVATION 188.26 ft. 16 ,. r-; SIGN#1 f amitP avo4, � ;E11 EO Fa'Ali? As ,�.� iftmanamminsunium N ,F N ' ^ e - f i i ATt N PUBLIC ENTRANCE WEST ECE1f o SIGN#2 187.97ft. :eF __ )H ` 20.06 ft. ' f L . N P Y v. P 443 EAST EIEvnt:L; SIGN#3 ^,V c,'C1r�IC' CLIENT:Bravo Fit(Planet Fitness) L4ckamaa•1a9J4-L SE bZM k2. CUSTOMER NAME:Timahy Murphy rc m ua,,,,,„;v JOB NO:105970 -1"-:SI— ..w:',c: isirm/151 DATE:08-22-20225aved in 8/22 folder WALL SIGN DESIGN Scope of work Is for the design of the connection of the well sign to the existing structure only. See last Iwo pages for structural notes. ASCE 7-16-Components anti Cladding Wind Speed,V= 98 mph Risk Category= II Exposure Category= 6 Sign Heigh= 30.00 ft(max) Tope.Factor,K4t= 1.00 Direct.Factor,Kd= 0.85 RECEIVED Corner Zone:Yes Resulting Parameters and Coefficients: Wall External Pressure Coelficents,GCp Gcp Zone Pos.= 090 SEP 7 2022 GCp Zone Pos.= 090 GCp Zone 4 Neg = -1 26 CITY OF TIGARD GCp Zone SNeg.= -126 zg= 1200 BUILDING DIVISION Kh= 070 qh= 8.8 psi =000256't3.711.0.8t'08,21(0.8,allowable) Case 1,F(-)_ -11.1 psi =(-1 26)18 8pst Case 2 F(+)= 9.6 par =(09)'8.8ps1 Sign Geometry \s tD PROPEo- Height= 6.00 ft(total) Width= 44.75 ft(max) C'j - Area= 134.3 =8'44 75"50'r, {� 72525'E -P •.� Sign Thickness= 5.00 in(channel letters or cabinet) r Sign Dead Load= 3.00 pet(max) Appx.Weight= 403 lb =3psf 134.3 1 "' Vertical offset- 0.00 m(positive*denotes centroid of sign above centrold of connection) {' i _ O . No offset,sign flush to surface p Q q:lFs Y 0 6``rA��4tt- tasttenermuple= 48.00 in(vertical) OSEPH a' Total of fasteners= 56 (minimum) 50% of fasteners resisting tension due to eccentricities(along top of sonnet-host V,fastener= 7 lb =403/(56fasteners) EXPIRES:12-31-2022 Mo.,ee,.,case 1= -36785 in-lb =-11.1.134.3'(48"2)-4031(5'2) R upper,case 1= 27 lb(tension)=36785/48'I(56 fasteners"50%) M„r,case 1= -34770 in-lb =-11.1'134.3'(48`2)+403'(5'12) R,lower,case 1= 26 lb(tension=(34770/481)/(561asteners'50%) Mx„t;,case 2= 29935 in-lb =9.6'134.31(4812)-403"(5'y2) R,upper,case 2= 22 lb(tension).29935/48156 fasteners150%) M„r.case 2= 31950 in-lb =9.6',34.3'(48'2)*403'(5"2) R,borer,case 2= 0 lb no tension occurs along lower support finish thickness= 200 in(non-structural) on of pipe spacer= 0.75 in add'(tension= 37 lb =712"80.75`2) T,fastener= 64 lb =27+37 V,fastener= 7 lb Wall Const:Plywood/Wood Fastener Type Hilt To:;ler Fastener Size:MENI in Tc=MM.lb>64 OK 44% Vc=MM.lb>7 OK7% 0.51 <,000K 3/8'r dia. Hilti Toggier from sign cabinet Use 0. 5 clia obi pipe ceweoough n through stucco and existing plywood with O.PS"dia o.d.pips spacer through nonstructural finish,2"max thickness g sheathing.Typical at approximate locations shown. Provide 3/4"dia.sch.40 pipe spacer at fasteners between lettering and sheathing. gt 44°-9" • • ne L •' .�" Project Name Planet Fitness Wall Signs Project# 221330 - MILLER CONSULTING Location 7255 SW Dartmouth Street,Tigard, OR ENGINEERS Client Fastsigns of Clackamas fi6()0 SW Oak St#400 503.246.1250 cIM 5/2/2022 1 of 4 Portland,OR 97223 miller-setbm By Ck'd_.. _.. _ Date Page WALL SIGN DESIGN Scope of work is for the design of the connection of the wall sign to the existing structure only. See last two pages far structural notes. ASCE 7-16-Components and Cladding Wind Speed,V= 98 mph Risk Category= II• Exposure Category= B Sign Heght= 30.00 ft(max) Tops.Factor,Kzt= 1.00- Direct.Factor,Kd= 0.86 Comer Zone:Yes Resulting Parameters and Coefficients: Wall External Pressure Coefficients,GCp: GCp Zone Pos.= 0.90 GCp Zone Pos.= 0.90 GCp Zone 5 Neg.= -0,99 ��IJ PRO, GCp Zone S Neg.= -1.26 �L44`L�CU a= 7.00 zg= 1200 e , 1 N EF �o Kh= 0.70 !V -p gh= 8.8 pat =0.00256'0.7'1'0.85'98'2'(0.6,allowable) 72525'E .a, Case 1,F(-)_ -11.1 pet =(-1.26)8.8psf Case 2,F(+)= 9.6 psf =(0.g78.epsf Sign Geometry: o, Height= 8.00 h(total) 0 0 %SoNdArreaa= 0096 ., =a's.se't00% 9�1Ftf' ' l' 0a • Itt- Sign Thickness 5.00 In(channel letters or cabinet) SEPH - Sign Dead Load= 4.00 psf(Max) Appx.Weight= 211 lb =4psr52.7 ( EXPIRES:12-31-2022 Vertcal offset= 0.00 In(positive a denotes centroid of sign abase centroid of connection) No offset,sign flush to surface. fastener couple= 72.00 in(vertical) Total 0 of fasteners= 6 (minimum) 50% of fasteners resisting tension dueler eccentricities Wong ..of connection) V,fastener= 35 lb =211/(6fasteners) 6r-7a Wow, case 1= -21586 in-lb =-11.1'52.7172"2)211*(5.2) "- 7 R.upper,case 1= 100 lb(tension).21686l72"/(6 fasterers'60%) M„v,case 1= -20531 Si-lb =-11.1'52,7(7T'2)+211'(5'2) �' R,lower,case 1= 95 lb(tension)=(205311727(6 fastenses'5096) e ; Mao¢„„case 2= 17686 in-lb =9.6'527'(72 2)-211't5'2) { - , R,upper.case 2= 82 lb(tension)-17686/72'I(6 feeln5rs'e50%) +_J M„p case 2= 1874i in-lb =9.6'52P(72"2N2111512) )I R,lower,case 2= 0 to no tension occurs along lover support , finish thicimess= in(non-structural) ?- r o.d.of pipe spacer= in ' add9 tension= 0 lb �`..- , • T,tastener= 100 lb V,fastener= 35 lb Wall Const:Brick : y - • - • FastenerType.DeWalt -.Shield Fastener Size:WWII In 1 . Tc=NM.lb>100 OK 42% Vc=NEM lb>350K 11% 0.52<1.000K 0 ^e,1i. Use 0.375"OeWeit Lag Shield to Brick I Eo l „ p . . . .. L. fitness 3/8"diameter Lag embedded • r\N" .5-- • 1 into Dat a lagr ximad. te / <? Typical at(6)approximate `'�,��/1 locations shown. Project Name Planet Fitness Wall Signs Project# 221330 MILLER CONSUI'ING Location 7255 SW Dartmouth Street,Tigard,OR likENGINEERS Client Fastsigns of Clackamas 9600 SW 02k St#400 503.246.1250 2 014 Portland,OR 97223 miller-§a corn By CJM Ck'd Date 9J2/2022 Page GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. ANALYSIS FOR MOVEMENT DUE TO VORTEX SHEDDING OF WIND FORCES IS NOT INCLUDED IN THE SCOPE OF WORK. IF MOVEMENT CAUSED BY VORTEX SHEDDING IS A CONCERN, WIND TUNNEL TESTING OR OTHER ANALYTICAL MODELS SHALL BE UTILIZED TO EVALUATE THE STRUCTURE. IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR POST- INSTALLED ANCHORS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE. PROF l IV Fssi 72525"E / ., 0 OSEPN V1/4 EXPIRES:12-31-2022 Planet Fitness Wall Signs 221330 MILLER Project Namea ft 1111 Project# CONSULTING Location 7255 SW Dartmouth Street,Tigard,OR ENGINEERS Client Festsigns of Clackamas 9600 SW Oak St 4400 503.240 1250 9/2/2022 3 of 4 Portland,OR 97223 miller-se corn By �� Ck'd . Gtr; Page , DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 98 MPH EXPOSURE B POST-INSTALLED ANCHORS ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR.ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS) D1.2.WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. � �D PROFFss�® 4, 72525'E . I. y o a !OS ta,PR EPH EXPIRES:12-31-2022 Project Name Planet Fitness Wall Signs Project# 221330 AlMILLER ccNSJITING Location 7255 SW Dartmouth Street,Tigard, OR 41111 ENGINEERS Client Fastsigns of Clackamas 9600 SW Oak St#400 503.246 1250 9/2/2022 4 of 4 Portland,OR 87223 miller-so oom By �ilVi Ck'd Days, Page