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Plans (9) , EXTERIOR ( SITE PLAN NORTH 2424SEHolgate gBoulevard n97202 0 Portland,Oregon 97202 503-232-4172 f • v secur ysigns.com 1 SECURITY �v `e �'` ` SIGNS ORCCB#122609 — fill 19alityS;nce1975 WASECURS1020CF <. j A , � n , " 1 ,t NORTHWESTSIGN COUNCIL sir *-:''' rill • ` -- i '-- f : Account Manager:Dylan Martin * vial r i Project Name �+ arHc•. RShAvenue - ,. 1 , — w, - - #, �� GROUP9 Or�egon97223 !\`" � PARTNE DS b } 111T\18.1 Sard Iia, ,� . l !4 lillmariagail \ St 11 1 ;g �M+r A� IL T" : . ,--- ' r: 1 I ! 4 �W t # s A ik e :r ' z' . ; ' ' i ., ignIMIfflaililinInliril ' .. �, �, sammenri OCT 16 X019 � ! .. :hOFFICEC�� :T�r r,- €,� �� . _ �, t , e ,` Ct� _. au��DE; r rI .:0, ~- '� °ail['�AI tars it '� ,��� CITY OF TIGARD► .- VIh1Xt D FOR CODE COMPLIANCE v �` Appro ed: i A H _ ,, C: s. OT � t `• r Permit #: 3vpao)9-r� ,Li T ,� - f . t I` 4 .f « t _ Address: p Iik T # t - ) j �� _____ . �� g. �jle Suite#: J---1)... :�- r 5 B},. Date: a - • X a I i i '''., ' .t 1',' -- .„. .,, ..tt-i-i : 1 T A ,:: 4/41„. _ v ��t1 , _ ,......._ , t ... _ , ,^' �' Fi C . g SE OF F ,. i : t q DON CONSTftU E r ..,* ,r::: , .� . `" DOCUMENT AND O t r '. ,' NOT �tiy DATA SHALL PR I 3- 1 ;24 ,,.. THE CODE OFFICIAL t T ,�` �, REQUIRING T ftEc 1 :. - , OF ERRORS O sC c �� HE COR OS SC r 1. _' u_ i •x Client Approval: Landlord Approval: ©CopyrightiOl9SecuritySigns,Inc. This sign is intended to he installed in Att Rights Reserved accordance with the requirements of Article Date: Drawing: Sheet: CITY CODE Unauthari:eduse,reproduction,erdlordisplrysheIlrender UL 600 of the NationalEledricalCodeendlor COLORS Ihe�afringerliableforople:,SU,UUginStatuteryUamages, ether applicable local codes.Thisiactndes 09.19.2019 18 jf302r4P 1 of ALLOWANCE plus.S.Copysfeesand carts,foreachintring mentunder prapergmuntlingaed bondingofthesign. fhe U.S.Capyright Actl17 U.S.C.61Z&5061 EXTERIOR I SOUTH ELEVATION — BUILDING IDENTIFICATION © 2424 SE Holgate Boulevard Portland,Oregon 94172 503-232-4172 SECURITY securitysigns.com SIGNS OR CCB#122809 Quality Since 1925 WA SECURS1020CF 300'-0"BUILDING LENGTH �9. NORTHWESTSI N COUNCIL ¶ Account Manager:Dylan Martin -- .- �� �� s _�_ �i �■ Project Name IPARTNERS 11850SW67thAvenue �� Q D D D �� CS— GROUP Tigard,Oregon 97223 P I Z+ .ZO V L_ ,:......t.....„:.,... , I , . ..........._ . : .......,. ,_, ■uuu■•■NEu■u■III■\■■■■■■■■■■■■■■■■II■■■ INIMMINIIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII11IIIIIIIIIIIIIIIII , III ■UI■■ -� J 1=■ z i_ . 2 CA.... � „ .... 111111.1......1111.11111111.11111111111.1111111111.1.M. L.—111111 11.11111 . I I I I I I I 1 I 1 I 1 1 1 1 1 1 I 1 I I I I I III I I I I I 11 i i 11 I I I l I i I 2 1 L.. cc, o 11-.-7•,7,-4.,-.,,': ■_■R�_■___•■_U■UU•■U■1RU■1■U■ IIIIII11111 11 II111111111I1111111111111111111 Lc •■■a�i� IE.■I.� , ■ ■ , _ --. ill _..,..- ■■■■■■■■■■■■_iiii■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■..■.■■■■EMMEME ■■■.■■.■■■■■■■■■■.I■■■■■■.■■ ■■11111■11■■■■■■_■■■■■■■■■■N■■■■■■■I•■I•■■I•■■■ ■III•■■1t■t■_1■■■■■■■■■u■■■■■■•I•I•■t■■II■t■■■t■t •■uu■■■■■■■■_■■■■■■■■■■■■■■■■■■■■■■■•■■■ ■■M■■U■IIII■ ■M■■■■■■■■■■■■■II■IM■■■■■I■■■■■■■■ ■■u■■■■■■■■■_■■■■■■■■■■■■■■■■■■■■_■■■■■ — _IIIuMaMI_IsN■�IIME111111111111111■■■■■■111■■■■■■111111111E1111111111 11 , MI MI 11110110 II 1 —_-_-- AI PARTIAL SOUTH ELEVATION Scale:118"=1'-0" Client Approval: Landlord Approval: ©Copyright 1019 SecuritySigns,Inc, This sign is intended to he installed in Drawing:MAX SIGN AREA IS 15%OF GROSS AREA OF BUILDING FACE AllRights,android accordance with the requirements of Article Date: Sheet: CITY CODEUnauthori:eduse,reproduction,andlordispayshallrender U 600 of he National Electrical Cadeandlor COLORS 300'X 52'=15,600 SO FT BUILDING AREA plusaringerliablefarupto$150,000s,foreachinStatutory0amager l other applicable local codes.This includes 9 9 (� ALLOWANCE 15,600X15°k=2,340 SD FT ALLOWANCE plusattorneysfeesandcosts,foreachinfngementunder proper grounding and bonding of the sign. 07.17.017 18 jf302r4P 2 of the U.S.Copyright Act 117 U.S.C.61185061 EXTERIOR I WEST ELEVATION - BUILDING IDENTIFICATION ,, 2424SEHo[gateBoulevard �, Portland,Oregon 97202 "I 503-232-4172 securitysigns.com SECURITY SIGNS OR CCB#122809 WA SECURS1020CF I la" iligANORTH STSIGN COUNCIL Account Manager:Dylan Martin . 200'-0"BUILDING LENGTH Project Name THE 11850 SW 67th Avenue I i • VI RO U PE RS Tigard,Oregon 97223 -O 26'-4" EQ SignTypeB �I I I ICH Il: 1 tr--- -r-a„:4\_75 -co [5-� D cf.� 8 _, 1111IIIIIIIIIIIIIIIIIIIII111111I11I II T F— L., s� x \/ MMIIIIIIIIIIIMIIIIIIIMIIIMMEMENNIIIIIIIIIMMENNIIIMMIIIIIMB���. N 1111111iI I �I1111III p - a m ,, ' '- r= �`I il I II Q I ! i l i I i i i i H I i i I i l i i i 1 1 1. 1 1 lam— _ c"° _.t.r ,iz . 1'03 r-,-!- =, _ gin 7''- -:: .--.. . 8 BIPARTIAL WEST ELEVATION Scale:1/8"=1'-0" Client Approval: Landlord Approval- ©Copyright 1019 SecuritySigns,Inc. This sign is intended to be installed in Date: Drawing: Sheet: MAX SIGN AREA IS 15%OF GROSS AREA OF BUILDING FACE AllRighfsRese ved O accordance Naththe Electrical Co eAtlide COLORS CITY CODE Unauthorizedu e,reproduction,and/ordisplayshallrender UL 600 of the National Elechical Catle antllor 200'X 43'=8,600 SO FT BUILDING AREA the plus aringerliablefandcosf1540achinfatutorynamages, other applicable local codes.This includes 09.19.2019 18-jf302r4P 3 of ALLOWANCE 8,600 X 15°/d=1,290 SO FT ALLOWANCE pWsattarney feesandcosts,tor eachiniringement,under proper grounding and bonding ofthesign. the U.S.Copyright Act 117 U.S.C.412&5041 EXTERIOR I BUILDING IDENTIFICATION - CHANNEL LETTERS 2424SEand,OHolgate gBoulevard n97202 REMOTE RACEWAYS 0 Portland,03-232-4172 503 232 4172 D ELECTRICAL \ 0 ELECTRICAL securitysigns.com CONDUIT �r — —Z — CONDUIT �,r SECURITY s , SIGNS OR CCB#122609 .ty Since 1925 WA SECURS1020CF 40'-0" — i5 5.. 19.88 SQ FT I—3'-101/2"- 4.84 SQ FT �' — M9_ _+ �.�u,o __�� NORTRWESTSIGN COUNCIL El 2 50 SQ IT 32.25 SQ FT . :_ PARTNERS PAR _ Account Manager:Dylan Martin ., k - �, Roup .F,„; , Project Name `" ► PARTNERS 11850SW67thAvenue -- GROUP Tigard,Oregon 97223 19'-10" 12'-9112" SignTypeA Illuminated Manufacture and install one(1)Channel Letter& Logo display on a raceway THE p loco OPARTNERS GROUP Faces:.177"White acrylic with digital print vinyl Trim Cap:1"Black Jewelite Returns:.040 aluminum,5"deep,Black Backs:.040 aluminum,pre-coat white Night View Illumination:White LEDs I CHANNEL LETTER DISPLAY-106.97 SQ FT ©THE PARTNERS GROUP A Scale:1/4"=1'-0" Face:.177"White acrylic Trim Cap:1"Black Jewelite Returns:.040 aluminum,5"deep,Black • 23'-11" Backs:.040 aluminum,pre-coat white 5„ 5„ 5 5 Illumination:White LEDs 7.11 SQ FT F 2'-3 3/4"—1 1.73 SO FT ■ © BACKER PANEL&RACEWAY i Construction:fabricated aluminum 2"frame on ❑ ., © 17.80 SQ FT 3 11.47 SQ FT frame and 5"deep fabricated raceway painted to L. 1 /—. _ � ,. ', t match glass and wall surface N D p D � �� _ D D D ;z j Wall Type:INSTALLATION, U2:i Window and Brick 11.-10 3/8" 7' 7 314" Glass Windows:4"x2"rec tube supports painted to match window mullions,engineering required Brick Wall:Flush mount to building fascia with 3/8"fasteners,see section details Power Supplies:Raceway mounted Primary:One dedicated 120v/20amp circuit for THE sign(s)that supplies no other loads (.11 ' PARTNERS GROUP Night View B I CHANNEL LETTER DISPLAY-38.11 SQ FT Client Approval: Scale:3/8"=1'-0" Landlord Approval: ■PRINT TO MATCH PRINT TO MATCH ®PAINT TO MATCH ■PAINT TO MATCH ®PAINT TO MATCH o ©Copyright 2019SecuritySigns,Inc. his sign is intended to be instilled in Drawing:MAX SIGN AREA IS 15/o OF GROSS AREA OF BUILDING FACE All Rights Reservedacror6,ecewiththerequiremeetsofArticle Date: Sheet: PMS 561 C PMS WARM GREY 7C SOUTH WALL WEST WALL WINDOWS CITY CODE Unauthoriteduse,reproduction,and/ordisplay shatlrender p 600 of the National Electrical Code and/or COLORS A.2,340 SO FT ALLOWANCE thelnfringerliabletoruptsstorea0mStatutoryntunder other applicable local codes.This includes 09.19.2019 18-jf302r4P 4 of ■BLACK TRIM CAP ■BLACK RETURNS WHITE ACRYLIC PAINT TO MATCH ALLOWANCE B.1,290 SO FT ALLOWANCE the Inftorne liableandcoets,tareachintatuto ent.oeder propergroundingandhantlingofthesign. MULLIONS the U.S.Copyright Act(17 U.S.C.612&5061 WINDOW MULLION I CHANNEL LETTERS ON RACEWAY 2424SEHolg503-232-4172 03-232.4172 Boulevard Portland,Oregon 97202rh 603 232.4172 � ,4 securitysigns.com SECURITY 2"x 4"REC TUBE '► SIGNS OR CCB#122809 �, WA sEcues1020cE SUPPORT FRAME II �� NORTHWESTSIGN COUNCIL Account Manager:Dylan Martin :.�. 5 Project Name / . ` THE 11850 SW 67th Avenue PARTNERS 2"FRAME ON FRAME CI GROUP Tigard,Oregon 97223 BACKER PANEL 3/8"HILTI KBTZ SECURI'T`Y CHANNEL LETTER RETURN WEDGE ANCHOR S1GNS 2112"MIN.EMBED ty gr00 oro .y (TYP.i4'OC) T 503 232 4172 -- CHANNEL LETTER RETURN 1"JEWELITE TRIM NON-HARDENING WEATHERPROOF SEALANT ACRYLIC FACES ACRYLIC FACES—► ACCESS DOOR o 1"JEWELITE ° ° TRIM // %1 0 of -- --� C HEYCO REDUCER SNAP �r� BUSHING �. DISCONNECT SWITCH o LED CABLE ► fril �'� 111411111.1111i1.- `° 1r<< POWER SUPPLY 'L--- ...." LED MODULES ►' = FLEXIBLE CONDUIT t--- --� ' MC 12/2 t 4.. „4 1 \o„ IH. �Ii°1 111 oPRIMARY BRANCH CIRCUIT 'L_ — JUNCTION BOX DRAIN HOLE 0 090 ALUMINUM ►I) I 6. INCOMING POWER 1 1 li ' ;''';'.1:: [BY OTHERS) #8 TEK SCREW i` ANGLE 2"X 2" 1/2"BOLT la 2'O.C.(TYP.)WITH ENCAPSULATED NUT EXPLODED VIEW: STANDARD FACE LIT CHANNEL LETTER SIDE VIEW: STANDARD FACE LIT ClientApproval: CHANNEL LETTER WI REMOTE RACEWAY/ POWER SUPPLIES Landlord Approval: ©Copyright 2019SecuritySigns,lnc. This sign is intended to be installed in Date: Drawing: Sheet: All Rightoheseeved accordance with the requirements ofArticle COLORS CITY CODE ueouthorizedose,reproduction,andlordisplrysha1lrender UL 600 of he National Elechical Code and/or ALLOWANCE the Infringer liabletorupto$150,000inStatuteryItondes, other applicable local codes,this includes 09.19.2019 18-jf302r4P of 7 peU.S.roeysfeesat 117 U.s,foreachinfringement,oeder proper groundingandhondingofihesign. the U.S.Copyright Act 117 U.S.C.612&5061 BRICK WALL I CHANNEL LETTERS ON RACEWAY © 2424SEHolgateBoulevard Partland,0472 503-232-4172 SECURITY securitysigns.com SIGNS OR CCB#122809 y Since 1925 WA SECURS1020CF IS NORT�SIGN COUNCIL 5" 5" Account Manager:Dylan Martin €CURL F r rSIGNS t 232.7=172 Project Name 503-232-4172 ��� I =® — THE 11850 SW 67th Avenue CHANNEL LETTER RETURN iPARTNERS Tigard,Oregon 97223 I ♦ CHANNEL LETTER RETURN t,,,,, GROUP ACRYLIC FACES i _,.........i-- r—o 0 o I-� 1"::::::::i 1"JEWTR M ............ — o 1 o 0 0 ° -- --°1°'� 3/8"DIA HANGER BOLT W/HIT-HY 70 ACCESS DOOR r- EPDXY,3-118"MIN. �, EMBED INTO BRICK, DISCONNECT SWITCH �► til ITYP.4'OC) o HEYCO REDUCER SNAP aI i'' 0 0„. BUSHING L NON HARDENING ! WEATHERPROOF LED CABLEiirgory r rli/� SEALANT 1 o POWER SUPPLY ► (� , . —FLEXIBLE CONDUIT MC 12/2 o`er J I i 0 0...o..„1„)) LED MODULES � 4 PRIMARY BRANCH CIRCUIT ‘ii . JUNCTION t tilitioo0(3.4 ` BOX/SERVICE — i DISCONNECT i i I #8 TEK SCREW , DRAIN HOLE 1 EXPLODED VIEW: STANDARD FACE LIT SIDE VIEW: STANDARD FACE LIT CHANNEL LETTER CHANNEL LETTER ON RACEWAY Client Approval: Landlord Approval: ©Copyright 2019SecuritySigns,Inc. This sign is intended to he installed in All RightsResereed accordencewith therequirements of Article Date: Drawing: Sheet: CITY CODE Unauthorireduse,reproductien,and/ordisplayshall render UL d00 of the National Electrical Code andlor 7 COLORS ALLOWANCE theInfringerliableforupto$150,000inStatutoryDamages, other applicable local codes.This includes 09.19.2019 18-jf302r4P of phe U.S. rneysfeesandcosts,foreachinfringementuntler proper grounding and bonding ofihesign. the U.S.Copyright Act117 U.S.C.612&504 • 2424 SE Holgate Boulevard EXTERIOR PHOTO INLAYS Portland,Oregon 97202 503-232-4172 SECURITY securitysigns.com SIGNS OR CC B#122809 Quality Since 1925 WA SECURS1020Cr "1'7;. 1.,A...:34 NGRT W STSIGN COUNCIL Account Manager:Dylan Martin Project Name T}a 11850 SW 67th Avenue PARTNERS Tigard,Oregon 97223 GROUP M_� `J; \ FRS_GROUP a � � eill j��•� • 1li : . !iiI PARTNERS GROUP 11 is r ill f.____ I i 1 , . I� r ' I t ., , , r=r r,.. . lt I i . . .-. ' .-'-'.lu , .II > . '.., 11-=-4- 4 ,.Y —�' ' III } ....T. . ." ...: _ ___. ..., __: _ 1. . ..,. ......:,„,........ n r ��,,..,t.•_.,,_ .....,.4,;.i.„...140:1...... _ .,._ .,., • ,-- '._. . „„.....„ .„,. 1 ,_ _ ... .... .._,...--i.•.-,,..:-.,-- - , f at ".-.... ,_: , � --'''' :-'-'-;;.--.1°-44..l''''''''''•;e4f''-,- ,iirblie;e.'*2-"a''''''":4'''' ''''''r'''',1:'''':i7J- .4 .,•!'...,e•N'i 2,.i — 7 1;--",** ",-.. --?,:;.. 'eA .',,-- .-4..),—,,..,-_, - .. : , , _,.. .,,,,,,........,...:._,,y,„„,::_-4-,,,Se --;,,,,t-,..s.$4---AL: P. .--''-:.----.-.- ,,--...«.1-40—--4. 't_- ie.,I'7''''', 'i-0!-....*: --.:'''— :, ::"-----:', ,,[c--'' -- : �tw ......_ __ SOUTH WEST lk THE THE ( PARTNERS GROUP PARTNERS GROUP ,. NIGHT VIEW NIGHT VIEW ClientApproval: Landlord Approval: ©Copyright 2019SecuritySigns,Inc. This sign is intended to he installed in CITY CODE ALLRigMSResetee0 accordancewiththerequirementsofArticle Date: Drawing: Sheet: COLORSUnauthorizeduse,reproduction,and/or display shall render U` 600 of the National Electrical Code and/or 7 7 ALLOWANCE the Infringer liable for upto$t54000in StatutoryDamages, other applicable local codes.This includes 09,19.2019 18-jf302r4P of plus attorneys fees and costs,for each inf ringement,under the D.S.Copyright Act 117 U.S.0"412&5041 proper gmundingand bonding ofthe sign. GENERALNOTES: 5'-4 3/4" 3'-0" 8'-2 1/4" 3'-8 1/4" 8'-3 1/2" 8'-2 1/4" -j 1. SCOPE OF WORK IS FOR THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORKTHE DESIGN OF TUBE 1/2x1 NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD I I 0 n © ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR 3 1/2x3 /4 v CABINET AND THE SIGN CABINET SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE SIE ALUM TUBE, TYP CONNECTION OF THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND SIGN TO THE EXISTING COPYRIGHT AS DATED FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION111111....E1 MIMEMiller Consulting Engineers,Inc. _ STRUCTURE. THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS I - 2. VERIFY ALL CONDITIONS DURING CONSTRUCTION. 4'-5 1/2" 19'-10" 12'-10 1/2" 0 PRIOR TO INSTALLATION. \ 10 2-0 (9 MI THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS 40'-0" _ i" OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR MILLER CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED ri HANGINGSIGN ELEVEQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTYCON NSULTING DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED ENGINEER s PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED 1/4"=1'-0" 70 AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL H 95SW Barbur Blvd 7S One Hundred INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A I Phone Portland, 503..2461250 "'-11 ,S WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. 23io w OD PROFF , Fax 503.246.1395 www.miller-se.com I— G 1 NF /' THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE W Nx4.•,e. (n PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS SIGN RACEWAY,TYP J 44' 7252 PE e z AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON V / CD ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. t!► r m r 0 ,\. (7 OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL 2'-8" 11'-10 1/4" 7'-6" 1° ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 4 3/4" 1'-6" � 1 `y of, , J `�" Q •✓OSEPN ' LAND TUSE,NON SITE I EPOP IONSANN NOG,FPEROS ONROJECT, IN CONTROL,,U ECLUDING BT ILEECTRIOT CAL TEDTMECHANICAL,FIRE FLASHINGANDPROTECTION, 2 RACEWAY SIGN EL EVa_ EXPIRES: 12-31-2020 WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. 1/4"=1'-0" D EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. - 0 IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR ALUM PL 1/4x2x7 1/2 CD TOP OF Q7 WELDS OR POST-INSTALLED ANCHORS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF W/(2)#12 Im 0 I I PARAPET C/ THESE ELEMENTS. STAINLESS STEEL LLJ BUILDING CODE SCREWS INTO (E) (E) PARAPET Z z PARAPET CAP i i i I,l FRAMING in Q ALL PHASES OF THE WORK SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL IA 1 f REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. 2'-0 3/4" 1/4 = I_I _ ALUM PL 1/4x4x7 a - .o f� I• 1/2 W/(2) 3/8" DIA o' DESIGN LOADS 0 'i I` BOLTS = (�w 2cg STRUCTURAL DESIGN CRITERIA: RISK CATEGORY II T 0 WIND DESIGN DATA: BASIC WIND SPEED (3 SEC GUST) = 100 MPH (3) SIDES> II F- EXPOSURE: B SNOW LOAD: N/A CC VJr DRAWN BY KEG4 SECTION CHECKED BY: obi ALUM TUBE — iV 1/4 PROJECT NO 190935 POST INSTALLED ANCHORS PER ELEVATION 0.11.19 1" _ 1 1/2"=1'-0° ISSUE DATE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE / (E)(E) BRICK z WITH THE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT EXTERIOR WALL a FOR THE ANCHOR.ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. SIGN -\k__ SIGN w • CABINET — LETTERS ALUMINUM \ 2" .11 3/8" DIA BOLT W/ 3 1/8" AND ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM CLR ALUM L4x4x1/4 • 3H 1/8" EMBED70 EAN " FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO SPANNING BETWEEN o PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2. WELD (2) 1/4" STAINLESS STEEL PARAPET FRAMING W/ (1) EA END OF LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE (E) PARAPET ------ M RACEWAY AND w II. BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE SCREWS INTO EA END AT 24" OC (MAX) SHEET CONTENT WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION —Vn INTO (E) FRAMING RACEWAY M WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH CAT AS THE MEMBER BEING ED. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. 3 \ SIGN SECTION SECTION NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 3/4"=1'-0" (5 ) _ 1 1/2"-1'-0" SHEET S1 of