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Plans . i JEFICE COPY \\ RECEIVED DEC 21 202/ uI TY OF TIGARD BUILDING DIVISION i i 1 r' • �' fr Sign location ' Driveway Finance { 9020 Southwest Washington Square o� Tigard, OR 97223 �� �' i =; rt� =sue LE '; o SPEG�`�l. ,. State of Orer�c Sroi: r ' �ez.IItY Code - # ❑ Concrete and Rerr„arc�np Steal * ,+ W Bolts Installed in Concrete co r i +' LI Lii ' ❑ Special M�i7itrt-i?r_Sistinr.,Concrete Frame * il r ❑ Reinforci:ia Steel6.Prestressing Steel Tendons f > structu al IA/airline; rif 0 High-Strengl-f .along Parkingarea = BuildingParking area 0 Structural Maso.ir, co 1 ❑ Reinforced Gyir6i.im Concrete ❑ Insulating Goncr. E I _ 0 Spray App!isc . s-ststive Materials 11 ❑ Pilings,Orilifu : io ,.iic Caissons �I Off' - - - - - - - - - - - -. - - - ii i - - -_ - - -_r- - -r- _ _ I Property lines are dashed 'T ❑ Shotcrete �� 1 ❑ Special Grading, Excavation and Filling CITY f. F TIGAItD D FO ' CODE COMP LANCE VALIDITY OF PERMIT 0 Smoke-kofi,t,ok Systems. 10_ 0 Other inspection , _ 'Approv- THE ISSUANCE OF A PERMIT OTC: I ] BASED ON CONSTRUCTION ~` DOCUMENTS AND OTHER PPermit • C. - • id Er DATA SHALL NOT PREVENT Addres 41 • an .5\.d \N/j,4 h N5 c r ( THE CODE OFFICIAL FROM Suite#: t REQUIRING THE CORRECTION ��T i Br. ON Dates -�,—Z7 OF ERRORS. OSSC 105.4 t 1��J ES&A S'RN & AWNING SCOPE OF WORK: MANUFACTURE AND INSTALL (1) SET OF RACEWAY MOUNTED FACE-LIT/HALO-LIT CHANNEL LETTERS ONTO (2) NEW DAVIT ARMS 89915 PRAIRIE RD. I EUGENE,OR 97402 P I541.485.5546 F 1541.485.5813 SCALE: 1/4" = 1'-0" (2) NEW FABRICATED STEEL DAVIT ARMS SHOP DRAWING #: 32193A2 24'-10" — 5'-11" F- CLIENT: TOP OF PARAPET — DRIVEWAY i FINANCE SIM 9020 SW FACE LIT, HALO LIT CHANNEL LETTERS: I-7 1 Is WASHINGTON 5" DEEP RETURNS 6'-0 7/16"vevvay © i my RD INTERNAL WHITE LED ILLUMINATION TIGARD, OR 97223 WHITE ACRYLIC FACES W/ PSV APPLIED I CLEAR ACRYLIC BACKS11/ I DATE DRAWN: 12/10/202 I MOUNTED TO 1.5" SPACERS DRAWN BY: JC 1/8" ALUMINUM BACKGROUND © Q �' 'N YS E : LA D 1'-10 3/16" , O 1 SALES: JS (95.86 SG FT) 1 FACE LIT CHANNEL LETTERS: — 6'-10 1/2" COLOR CODE: 5" DEEP RETURNS PAINT MATTHEWS INTERNAL WHITE LED ILLUMINATION BRUSHED ALUMINUM WHITE ACRYLIC FACES W/ PSV APPLIED FRONT VIEW SIDE VIEW FLUSH MOUNTED TO RACEWAY 01 PERFORATED BLACK PSV O,STOCK BLACK , RETURNS .'""UMt dr veway ® ORACAL 8500-053 NYSE 'LIGHT BLUE PSV PAINT MP I416 .. _2- ® _`_ . ',,- >t GRAY JAY r milli Ed.O N.I, c, ' 1 I lirligr—Lu .',/` t .4.4-i co ISSUE DATE: X/X/2021 i rII 1 i ISSUE DESCRIPTION: 1ST ARTICLE Co - `. - ' . DATE REV. DESCRIPTION #' s SHEET# I OF 7 PHOTO INLAY ES&A SIGN & AWNING CHANNEL LETTERS W/ BACKGROUND & RACEWAY 89915 PRAIRIE RD 1 EUGENE,OR 97402 P 1341.485.5546 F 1541.485.5813 SCALE: 3/8" = 1'-0" SHOP DRAWING #: 32793A2 - 274" CLIENT: 7 ". - 65 5/8" �---- 37 7/16" - 1/8" ALUMINUM BACKGROUND DRIVEWAY ( ) FINANCE o 9020 SW 1 2"X4" ALUMINUM C CHANNEL WASHINGTON 1 SQUARE RD 20" i FABRICATED RACEWAY TIGARD, OR 97223 I �/ DATE DRAWN: 12/10/2021 1 1/2"X1 1/2" ALUMINUM SQ. TUBE DRAWN BY: JC ---J _ ( SALES: JS 1 71/2" r [ 11 _ COLOR CODE: A 82" __--_ --_-_---- _ 2"X4" ALUMINUM C CHANNEL O PAINT MATTHEWS FABRICATED RACEWAY BRUSHED ALUMINUM O' PERFORATED BLACK PSV BACKGROUND & RACEWAY W/ DAVIT ARMS O,STOCK BLACK w RETURNS - mr co v h. O M C5 r- N N O ORACALLIGHTBLUE 8500PSV 053 1 I _ 4 FABRICATED STEEL DAVIT ARM 0LJ5 PAINT MP 1416 (WILL/VARY GRAY JAY 1 IN FIELD) 1 1 11 15/16" r(:- 1___________ I 2"X4" ALUMINUM C CHANNEL ISSUE DATE: X/X/2021 8" -- 20" FABRICATED RACEWAY ISSUE DESCRIPTION: 1ST ARTICLE NO. DATE REV. DESCRIPTION 11 15/16" I 1 I II 2"X4" ALUMINUM C CHANNEL SHEET# 2 OF 7 FABRICATED RACEWAY ES&A SIGN & AWNING (2) NEW DAVIT ARMS 89975 PRAIRIE RD. I EUGENE,OR 97402 P 1941.485.5546 F 1541.485.5813 SCALE: 1/2" = 11-0" SHOP DRAWING #: 32793A2 - _ 43" -- -- 24" -- - CLIENT: j DRIVEWAY I I I r1 ri ' LJ LJ FINANCE 1 1 I 9020 SW HORIZONTAL TUBING WASHINGTON AT LOWER END ONLY _ SQUARE RD TIGARD, OR 91223 60" DATE DRAWN: 12/10/2021 DRAWN BY: JC SALES: JS COLOR CODE: I I I r1 r-i LJ Li PAINT MATTHEWS I I I Oi BRUSHED ALUMINUM 2 PERFORATED TOP VIEW 2 I BLACK PSV 21/2"X2 1/2"X1/4" 0' STOCK BLACK / STEEL GUSSETS RETURNS 1/4" STEEL PLATE CAP (FABRICATED) - 60" - ORACAL 8500-053 1 1/4" 3"X3"1/4" STEEL ® LIGHT BLUE PSV 4 SQUARE TUBE 6"X6"1/4" STEEL // ,PAINT MP 1416 SQUARE TUBE - j �l 0 - 1 GRAY JAY 18" .r -,_� d a 701/2" 701/2" ISSUE DATE: X/X/2021 --7--- MOUNTING PLATES ISSUE DESCRIPTION: 1ST ARTICLE (SEE DETAIL) NO. DATE REV. DESCRIPTION \ 3/4"H THREADED ROD W/ SET-3G \ 3 3/4" MIN. EMBED EXISTING CONCRETE ROOF - DO NOT CUT REBAR SHEET# 3 OF 7 SIDE VIEW FRONT VIEW ES&A SIGN & AWNING DAVIT ARM DETAILS 89915 PRAIRIE RD. 1 EUGENE,OR 97402 F1541.485.5546 F 1541.485.5813 SCALE: 3" = 1'-0" SHOP DRAWING #: 32793A2 CLIENT: 1/4" STEEL PLATE CAP Oh DRIVEWAY (FABRICATED) 1/4 SEAL WELD 6"X6"X1/4" STEEL SQUARE TUBE ` SEAL WELD FINANCE 9020SW 1 - - - - - - -WASHINGTON SQUARE RD TIGARD, OR 91223 DATE DRAWN: 12/10/2021 DRAWN BY: JC _ � SALES: JS COLOR CODE: OI -- 6"X6"X1/4" STEEL SQUARE TUBE PAINT MATTHEWS BRUSHED ALUMINUM 2 1/2"X2 1/2"X1/4" STEEL GUSSETS 3"X3"X1/4" STEEL SQUARE TUBE O'BLACKPERFORATED 1/4 PSV SEAL WELD I I O,STOCK BLACK \), RETURNS co ORACAL 8500-053 (4) NEW MOUNTING PLATES (FABRICATED) LIGHT BLUE PSV SCALE: 1 1/2" = 1'-0" O -, PAINT MP 1476 GRAY JAY - 10" 7" - ISSUE DATE: X/X/2021 O • - 7/8"0 THRU HOLES ISSUE DESCRIPTION: 1ST ARTICLE NO. DATE REV. DESCRIPTION 10" 7" 111 mr O O 3/16 V 1/2" STEEL PLATE SHEET# 3 OF 7 ES&A SIGN & AWNING ATTACHMENT DETAIL - SIGN TO DAVIT ARM 8,9915 PRAIRIE RD. 1 EUGENE,OR 97402 P1541.485.5546 F1541 485 5813 h: SCALE: 1 1/2" = 1'-0" SHOP DRAWING #: 4�� 32793A2 DAVIT ARM CLIENT: 5" H DRIVEWAY - - EXISTING EXTERIOR GLASS WALL FINANCE FACE LIT, HALO LIT CHANNEL LETTERS: - L.7 9020 SW 5" DEEP RETURNS WASHINGTON WHITE ACRYLIC FACES W/ PSV APPLIED SQUARE RD CLEAR ACRYLIC BACKS ' TIGARD, OR 97223 #12 MACHINE BOLTS ------------ DATE DRAWN: 12/10/2021 MOUNTED TO BACKGROUND W/ 1 1/2" SPACERS DRAWN BY: JC SALES: JS COLOR CODE: - 2"X4" ALUMINUM C CHANNEL 0' PAINT MATTHEWS FABRICATED RACEWAY __ BRUSHED ALUMINUM 1/4" SELF-TAPPING SCREWS 16" OC L- WHERE RACEWAY CONTACTS DAVIT ARM ".. lit O'BLACK PERFORATED PSV Nu, O STOCK BLACK 1 1/2"X1 1/2" ALUMINUM ANGLE 'RETURNS EPDXIED TO BACKGROUND & SCREWED TO RACEWAY IN FIELD W/#12 TEK SCREWS ® ORACAL 8500-053 1/8" ALUMINUM BACKGROUND LIGHT BLUE PSV PAINT MP 1416 1 1/2"X1 1/2" ALUMINUM SQ. TUBE 0L GRAY JAY 1 ISSUE DATE: X/X/2021 ISSUE DESCRIPTION: 1ST ARTICLE r NO. DATE REV. DESCRIPTION FACE LIT CHANNEL LETTERS: __ i I 5" DEEP RETURNS WHITE ACRYLIC FACES W/ PSV APPLIED I _ 2"X4" ALUMINUM C CHANNEL FLUSH MOUNTED TO RACEWAY W/#12 TEK SCREWS + FABRICATED RACEWAY MIN. (3X) PER LETTER SHEET# 5 OF 7 ES&A SIGN & AWNING ELECTRICAL 89915 PRAIRIE RD. 1 EUGENE,OR 91402 P1541.485.5546 F1541.485.5813 SCALE: 1 1/2" = 11-0" SHOP DRAWING #: 32793A2 CLIENT: DRIVEWAY `T FINANCE 'y 9020 SW - WASHINGTON SQUARE RD STI ,Q ARE OR 91223 BRING EXISTING 120V POWER FROM PARAPET DOWN EXISTING DAVIT ARM TO RACEWAY DATE DRAWN: 12/10/2021 DISCONNECT SWITCH DRAWN BY: JC UL LABEL SALES: JS ALL MOUNTED TO END OF CABINET EXTERIOR COLOR CODE: _ LOW VOLTAGE WIRE O PAINT MATTHEWS 1 BRUSHED ALUMINUM O POWER SUPPLY PERFORATED BLACK PSV NB1000 WHITE LED MODULES STOCK BLACK 1-1 • RETURNS ORACAL 8500-053 LIGHT BLUE PSV 'PAINT MP 1416 � 1GRAY JAY ISSUE DATE: X/X/202I - I ISSUE DESCRIPTION: 1ST ARTICLE ' NO. DATE REV. DESCRIPTION I - POWER SUPPLY SHEET# 6 OF 7 ES&A SIGN & AWNING PLAN VIEW - INSTALLATION 89975 PRAIRIE RD4 1 EUGENE,OR 97402 P1541 485 5546 F1541.485.5813 SCALE: 3/8" = 1'-0" SHOP DRAWING #: 32193A2 CLIENT: DRIVEWAY FINANCE 9020 SW WASHINGTON EXISTING SOLID CONCRETE ROOF SQUARE RD NEW DAVIT ARMS TO BE LOCATED 1'-0" O.C. MINIMUM TIGARD, OR 91223 AWAY FROM OLD DAVIT ARM PLATES AS SHOWN (BLUE) (2) FABRICATED STEEL DAVIT ARMS DATE DRAWN: 12/10/2021 DRAWN BY: JC SALES: JS ► ° I L°] LD] LuJ i COLOR CODE: 2' O PAINT MATTHEWS H [t] CD] _ _ BRUSHED ALUMINUM 51-4" ❑ _-. 2 I PERFORATED 2'-11" BLACK PSV ,- STOCK BLACK 1 RETURNS EXISTING PARAPET WALL 2" .1}. ORACAL 8500-053 5' -- - 7'-8" - -- -- 5' ®LIGHT BLUE PSV PAINT MP 1416 CD GRAY JAY PLAN VIEW ISSUE DATE: X/X/202I ISSUE DESCRIPTION: 1ST ARTICLE NO. DATE REV. DESCRIPTION SHEET# 1 OF 1 GENERAL STRUCTURAL NOTES POST-INSTALLED ANCHORS 1. POST-INSTALLED ANCHOR SYSTEMS SHALL COMPLY W ITH THE LA £TEST REVISION OF ICCS ACCEPTANCE O 1 9 DESIGN CRITERIA CRITERIA AND HAVE A VALID ICC-ES REPORT(OR APPROVED EQUIVALENT)N ACCORDANCE WITH THE APPLICABLE BUILDING CODE. 1. GOVERNING BUILDING CORE 2019 OREG.STRUCTURAL SPECIALTY CODE 2. UNLESS OTHERWISE NOTED ON THE DRAWINGS USE ANCHORS LISTED BELOW'. 2. RISK CATEGORY B CONCRETEHALL EXPANSION ANCHORS IN CONCRETE S BE ONE OF THE FOLLOWING. KEYNOTES e WIND ILT(H HSL3 CARBON STEEL HEAVY DUTY EXPANSION ANCHOR OCCES REPORT ESR-1. // / 3. BASIC WIND SPEED(3 SECOND GUST) 1M MPH • HILTI RDA CARBON MID STAINLESS STEEL UNDERCUT ANCHOR(CC-ES REPORT ESR-1546) EXPOSURE B • HILTI KWIK BOLT.CARBON MID STAINLESS STEEL ANCHORS(CC-ES REPORT ESR-1917) Architecture Interiors • DRW.T POWER-STUD-PSI.ANCHOR(ICC£S REPORT ESR-2502) 31-01 DEMO(E)H553X3X11:4 POST.REPLACE WI(N) • SIMPSON STRONG-TIENGTIE STRONG-BOLT 2 ANCHOR(ICC-ES REPORT ESR3037) HS33X3IH POST INSTALLED I'-0'MINIMUM AWAY Planning Engineering GENERAL - E ANCHORS IN CONCRETE SHALL ME ONE OF THE FOLLOWING. EXISTING POSTS HHITI HIT-RE 503 V3 ADHESIVE ANCHOR(CC-ES REPORT ESR-3814) St-02 (NI TSS9000 14 PAST 1. THE PROJECT SPECIFICATIONS,DRAWINGS,STANDARD DETAILS, MI II IN THE DRAWINGS,AND THE HILTI HIT-HY 203 ADHESIVE ANCHOR(ICC ANCHOR£S REPORT ESR3187) STRUCTURAL NOTES ARE TO BE COMEMENTARY PI AN THE CASE OF INCONSISTENCE NOT CLARIFIED DBWALT PURE 110.EPDXY ADHESIVE (IM ES REPORT ESR-329B1 S1-03 HSSfi%6%1l4 SEE DETAIL 1N50.00 PL BY THE DESIGNER OF RECORD THE MOST STRINGENT,HIGHEST QUALITY AND BEST QUAKY PROVISIONS DeWALT AC2013.ADHESIVE ANCHOR(ICC-ES REPORT ESR-4027) SHALL BE PROVIDED. SIMPSON STRONG-TIE SET-HP EPDXY ADHESIVE ANCHOR(ICC£S REPORT ESR-2.) IL 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION.THE ARCHITECT SHALL BE SIMPSON STRONG-TIE AT-HP EPDXY ADHESIVE ANCHOR(MPMO UES ER-263) O \ _ P.M.249 OR NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES DO NOT vM F DRAWINGS:COORDINATE • SCREW ANCHORS IN CONCRETE SHALL BE ONE OF THE FOLLOWING: H.5 \ \ II - -- - 50322d.9560 DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DeWALT SCREW-BOLT.SCREW ANCHOR(CC-ES REPORT ESR3889) 3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE HILTI KWIK HUS-F2 SCREW ANCHOR(CC.ES REPORT ESR3027) VB11oolNVN•WA INTERNATIONAL BUILDING CODE WITH AMENDMENTS. SIMPS RE STRONG-TIE TREN HD SCREW ANCHOR(ICC-ES PORT ESR-2713)IS - 3fi0.595.7879 4. SEE ARCHITECTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: • ANCHORS IN CONCRETE OVER STEEL DECK SHALL BE ONE OF THE FOLLOWING: SHAM,WA A SEE AND LOCATION OF ALL OPENINGS,EXCEPT AS NOTED. HILTI KWIK BOLT R CARBON AND STAINLESS STEEL ANCHORS(CC-ES REPORT ESR-1917) 2O6)489993 B. SEE AND LOCATION OF ALL INFERIOR AND EMERIOR R DRAINS, SLOPES, WALLS HILT HITS.500-S ADHESIVE ANCHORS ANCHOR REPORT REPORT C.CHANGE LOCATION OF ALL CONCRETE CURBS.FLOOR DRAINS.SLOPES.DEPRESSED AREAS, DeWAT POWERSTUD.SD2 EXPANSION ANCHOR(ICC{S REPORT ESR-2502) I, F(l�/ - -- �� (�/ W WM IIIDWIZ9 COT CHANGES IN LEVEL,CHAMFERS,GROOVES.INSERTS.ETC. DaWALT POWERSTUD.5OI EXPANSION ANCHOR(I55£S REPORT ESR-2818) I,'7/�'rw'/-'j[(/� Q�/ D.SEE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS,EXCEPT AS SHOWN. DeW.T SCREW-BOLT.SCREW ANCHOR(ICC£S REPORT ESR3889) M�^y C x'r E. FLOOR AND ROOF FINISHES. SIMPSON STRONG-TIE STRONG-BOLT 2 WEDGE ANCHOR(ICC-ES REPORT ESR-3037) 2'-5' C K G G F. STAR FRAMING AND DETAILS,EXCEPT AS SHOWN. SIMPSON STRONGTIE TITAN HD SCREW ANCHOR(IOC-ES REPORT E50.-2713) _ w.w ...rms. G.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. • EXPANSION ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: // /r"0•/ Chem 5. SEE CONSTRUCTION DOCUMENTS FOR THE FOLLOWING INCLUDING BUT NOT LIMITED TO: HILTI KWIK BOLT 3(KB3)ANCHORS(CC-ES ESR-1385) A. PIPE RUNS,SLEEVES,HANGERS,TRENCHES,WALL AND SLAB OPENINGS,ETC.,EXCEPT AS SHOWN OR DeW.TPoWONGTIE WED E-ALL ANCHOR (I /ya ass ��,8 // /��� NOTED. SIMPSON STRONG-TIE WEDGE-ALL ESR-2 R(ILGES REPORT ESR-1398) (/{/'/ fA�/�//If` [`JI(/•^1�/' U\B. ELECTRIC.CONDUIT RUNS,BOXES,OUTLETS IN WALLS AND SLABS. SIMPSON STRONGTIE STRONGSOLT 2 WEDGE ANCHOR(IAPMO UES ER-240) \ HS:.1N C.CONCRETE INSERTS FOR FIMURES. OHESNE ANCHORS IN MASONRY SHALL BE ONE OF THE FOLLOWING: ONE EMBASSY D.SEE AND LOCATION OF MACHINE OR EQUIPMENT BASES,ANCHOR BOLTS FOR MOTOR MOUNTS. • HILTI HIT-HY 270 ADHESIVE ANCHOR(ILGES REPORT ESR 414384144) - 1-0 E. SEISMIC BRACING REQUIREMENTS. A DeW.TAC100.GOLD ADHESIVE ANCHOR(CC-ES REPORT ESR3200 FOR CMU a ICCES REPORT CENTER METHODS,PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE ESR-4105 FOR UNREINFORCED MASONRY) 5 6 CONTRACTOR.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE • SIMPSON STRONG-TIE SET-HP EPDXY ADHESIVE ANCHOR(IAPMO UES ER-265) In C THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. SIMPSON ORSSTRONG-RE AT-XP EPDXY ADHESIVE ANCHOR(IAPMO UES ER-2B1) l'1' 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. SCREW ANCHORS N MASONRY SHALL BE ONE OF THE FOLLOWING: THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL • HILTI KWIK HU..SCREW ANCHOR(CC-ES REPORT ESR-3056) ai HSRBXa IN MEASURES NECESSARY TO PROTECT THE STRUCTURE,WORKERS AND VISITORS DURING CONSTRUCTION. • DeWALT SCREW-BOLT.SCREW ANCHOR(ICC-ES REPORT ESR-4042) \ SUCH MEASURE SHALL INCLUDE,BUT NOT BE LIMBED TO,BRACING,SHORING FOR CONSTRUCTION • SIMPSON STRONG-TIE TREN HD SCREW ANCHOR(CC-ES REPORT ESR-1056) b --- -Z - -- LOADS,ETC.VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE 3. ANCHORS INSTALLED IN THE BOTTOM OF CONCRETE OVER STEEL DECK SWILL BE INSTALL.°IN THE BOTTOM ABOVE MS. FLU.ONLY I--r 8. OPENINGS,POCKETS,ETC.SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE HAS REACHED RS DESIGN STRENGTH. \N RA \ ILJI - - DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 5. FOR ANCHOR EMBEDMENT,SEE DRAWINGS OR TYPICAL DOTAL USE EMBEDMENT RECOMMENDED BY F.5 9. CONSTRUCTION LOAD(MATERIAL AND EQUIPMENT)SHALL NOT EXCEED THE DESIGN LIVE LOAD PER MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. SQUARE F.T.PROVIDE ADEQUATE SHORING ANDI OR BRACING WHERE STRUCTURES HAVE NOT 6. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST-INSTALLED 2.-P• ATTAINED DESIGN STRENGTH. ANCHORS FOR ANCHOR INSTALLER. A. 1, 10.WHEN A DETAIL IS IDENTIFIED,THE CONTRACTOR SHALL APPLY THIS DETAIL IN ESTIMATING AND 7. CONTRACTOR COORDINATE ANCHOR AND REINFORCING LOCATION.IT IS UNACCEPTABLE TO CUT REBAR FOR A // / / CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY POST INSTALLED ANCHORS WITHOUT PRIOR APPROVAL FROM A.E. INSTANCE. It ANY REFERENCES TO THE RECOMMENDATIONS,GUIDELINES,OR REQUIREMENTS IN NATIONAL \ HSS6X6X114 PUBLICATIONS,SUCH AS BUT NOT LIMITED TO ASCE,ASTM,IBC,ACI,ARC,NOS,OR AWS,IN THE CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS IF THEY ARE SPECIFICALLY MANDATED. 30 Project b m SPECIAL INSPECTION b A 5 w IN ACCORDANCE WITH IBC CHAPTER n,THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL ONE EMBASSY INSPECTION AND THE SPEC.INSPECTlal SIIHiAALLLFBE Pao FOR AND PROVIDED By TFOR i - \ .m RSHRSHxv4 CENTER OWNER. liED 9020 SW Washington FREQUENCY ® �I Square Rd, Tigard,OR 97223 z ° w • Structural ERIAL TASK Q MAT RESPONSIBLE FIRM BOLTS INSTALLED N CONCRETE INSP - SPEC.INSPECTOR - •CAST-IN-PLACE 0El CONCRETE REINFORCED CONCRETE INSP - SPEC.INSPECTOR NOTE I SHiOPw FABRICATION NDTF, CONSTRUCTION STEEL ANCEWITH B E FOR ei,PARTIAL ROOF PLAN INSP SPECIAL INSPECTOR v4'=r-0' FIELD WELDED CONNECTIONS STRUCTURAL STEEL. sons-PASS;UMBEL. / / PRECAST CONCRETE EQUAL TO OR LESS THAN • INSP SPECIAL INSPECTOR 3 4 2 0 A. HIGH-STRENGTH BOLT - INSP S 1/4 CAP PL //21 INSTALLATION(BEARING TYPE) TEST TESTING Lae ACTOR 50. --Y INSP 6 INSPECTOR \ I ) 4•CAP PL INSTALLATION(SLIP-CCRITICAL) TEST TESTING LAB I ' \ HIGH-STRENGTH SPECIAL SPEC - i V I SPECIAL CASES I m di NOTES SO 00 1. SPEC.INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHAD MATCH THE REQUIREMENTS FOR FIELD FABRICATION AND FIELD WELDING UNLESS SHOP L3C TU KN DOCUMENTS ARE REVIEWED ANDAQCEPPD BY THE OWNER.IF --- tR R APPROVED BY THE OWNER,SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP . itiiii�_ _ \T/(.)ROOF , NfR'9C WELDING SHALL NOT BE REQUIRED FOR CERTIFIED FABRICATORS.REQUIRED BY THE STRUCTURAL STEEL SECTION OF THE GENERAL STRUCTURAL NOTES. A 2. CONTINUOUS INSPECTION REWIRED FOR WELDING OF REINFORCING STEEL RESISTING re FLEXURAL OF SPECIAL STRUCTURAL CTURA EDIATE WAU.OB CONCRETE. 6 SHEAR BOUNDARY �� GON_�M ELEMENTS RALILM LFORCHU INTER WALLOP CONCRETE MEAT RAMES,BOUNDAR. PERM.INSPECTION IS ACCEPTABLE FOR WELDING O OTHER REINFORCING STEEL. I 4 STRUCTURAL STEEL ( ---(E)BUILpING - (EXPIRES: 12/31/221 1 ALL WS A9 ECTION SHAPES SHALL CONFORM TO ASTM 92.CHANNEL SHAPES,ANGLES,AND PLATES SHALL SIGN CONNECTION BY © M CKENZIE CORPORA TO ASTM A36.(UNLESS OTHERWISE NOTED IXN THE DWG). OTHERS ALL RIGHTS RESERVED 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A63,GRADE B(Fy=36 KSI).MILL TEST REPORTS FOR \ THESE DRAWINGS ARE THE PROPERTY OF STEEL PPE SHALL BE SUBMITTED FOR APPROVAL. / 16.1.DE AND ARE NOT TO BE MED 3. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM.00,GRADE C(Fy=50 KSI RECTANGULAR,Fy= SGAP OR REPRODUCED N ANY MANNER, 46 KSI ROUND). NOTE: NTHOIIT PRIOR WRITTEN PERMISSION 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F15.GR 36,UNLESS NOTED OTHERWISE. 1. MAX TRIBUTARY WEIGHT.367 LB --- 5. STRUCTURAL STEEL DETAKNG,FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF 2. MAX TRIBUTARY EFFECTIVE WIND AREA:35 SF AMC'SPECIFRATION FOR STRUCTURAL STEEL BUILDINGS WITH AMENDMENTS,AID THE...CODE OF REVISION SCHEDULE STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES;WITH AMENDMENTS. 3. ALL EXTERIOR STEEL TO BE GALVANIZED 8. BUCKLING-RESTRAINED BRACED FRAMES SHALL CONFORM TO THE REQUIREMENTS OF ABC 341,SEISMIC ---- -- De. Issued As Issue PARAMETERSBDate PROVISIONS FOR STRUCTURAL STEEL BUILDINGS AS WELL AS THE DESIGN PARAME TERS SET FORTH IN THE DRAWINGS.STRUCTURAL CALCULATIONS AND DETAILS FOR THE BRB CONNECTIONS SHALL BE PROVIOEO BY 15 DAVIT ARM SECTION PHOFESSKJNAL ENGINEER LICENSED IN THE STATE OF THE PROJECTS TO ARCHITECT/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW AND PERMITTING. S0.00 3/4'=1'-0' 7. BOLTS. AND GREATER TO BE ASTM A326 OR ASTM F1852,TYPE 1(TWIST-OFF TENSION CONTROL BOLTS) 11/T/ 10' 1',.0 WITH THREADS INCLUDED IN SHEAR PLANE,INSTALLED PER SECTION 8.FOR BOLTS INDICATED AS SLIP - Typ EQ EQ CRITICAL ON THE DRAWING MINIMUM PRETENSION AS STATED IN TABLE 61 AND INSPECTED PER SECTION 9 /-. / / / - OF THE RCSC SPECIFICATION.FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS.PROVIDE ASTM M90 - \ \ BOLTS OR ASTM F2280 TVIST-0FE TENSION CONTROL BOLTS WHERE ASTM A1064 GR 70 BOLTS ARE I INDICATED ON AIRS OR DETAILS.BOLTS NOTED AS TYPE SC(SLIP-CRITICAL)IN DETAILS SHALL BE INSTALLED tM CAP PL % SEAL WELD HSS PER PLAN- AS SLIP-CRITIC.WITH PAYING SURFACES PREPARED AS CLASS A SURFACE PER.0 360.FOR BOLTS LESS A 1/d 1M' SEAL WELD \ THAN 3/4.0 USE.07.FOR BOLTS NOT INDICATED AS SLIP CRITIGLL SNUG TIGHT CONNECTIONS ARE ACCEPTABLE -.- _ S. WELD 3118 O w S. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS N. PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION,TYPE OF SPLICE AND CONNECT.TO BE MADE \b SHEET TITLE 9. HEADED SHEAR CONNECTORS STUDS ON COMPOSRE STEEL BES SHALL BE UNIFORMLY SPACED U.O.NSTUDSAM STRUCTURAL 1 RAL DO NOT USE MORE THAN ONE STUD PER RN WHERE THE NUMBER OF STUDS REQUIRED IS LESS THAN OR PL 3Ms10s10 w/(4) J ILIA L EQUAL TO THE NUMBER OF RIBS AVAILABLE.PLACE A MINIMUM OF ONE STUD PER RIB FULL LENGTH OF THE ST3G w/NCO GENERAL BEAM.PLACE ADDED STUDS IN EACH RIB BEGINNING AT THE SUPPORTS AT EACH AND MOVING TOWARDS STAINLESS STEEL THE MIDSPAN LONGITUDINAL ARISLOF HE BEEAMUMHE MINIBER OF MUDS B UM STUD SPACING TO BBEE 3.OC AND 1"MINIMUM MULTIPLE TRANSVERSE FROM 33MREMN EMBEDED ROD / G W\ NOTES,PLAN THE FLANGE EDGE.SUBMR SHOP DRAWINGS FOR REVIEW PRIOR TO THE INSTALLATION OF THE HEADED STUDSPROVIDE STUDS AT RS SHALL L NOT SHOWN ON PLAN. L r 1TT11T���ii _ \ $DETAILS 10.HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE ANCHORS(OR APPROVED EQUAL), \ / SECTpH A# AND SHALL CONFORM TO ABTA A.ANCHORS SHALL BE AUTOMATICALLY END WELDED W RH SUITABLE ll�;7 STUD WELDING EQUIPMENT IN HE SHOP OR IN THE FIELD.WELDING SHALL BEN ACCORDANCE WITH HE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. 11.DEFORMED BAR ANCHORS(DEM)SHALL BE NELSON DEFORMED BAR ANCHORS(OR APPROVED EQUAL),AND HSS PER PLAN (E)COAL ROOF HSS PER PLAN SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO ASTM MN.ANCHORS SWILL BE PL Ors 21?s 21? SLAB AND REINF A AUTOMATICALLY END-WELDED WITH SUITABLE WELDING EQUIPMENT IN HE SHOP OR IN THE FIELD.WELDING NOT TO CUT WHEN SHALL BE IN ACCORDANCE WITH HE RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. INSTALLING A' 0 A I2.WELDS USED IN MEMBERS B CONNECTIONS DESIGNATED IN THE DRAWINGS AS SEISMIC FORCE REISSTING ANCHORS _ESE SYSTEM(SPITS)SHALL BE MADE WITH FILLER METALS METING HE REQUIREMENTS IN AWS 01.8 SECTION 83 HSS PER PLAN - _..__ SEAL WELD SECTIONS WELDS USED IN MEMBERS&CONNECTIONS DESIGNATED IN THE AS DEMAND CRRICAL(DC)H6L BE MADE WITH FILLER METALS MEETING T 5 1 HE REQUIREMENTS INAW S 018 . -_ ----- SECTION 63,INCLUDING SUBCLAUSES 835,6.38,6.37,663.8 DIMwN er:ARe 13.SUBMIT A WELDING PROCEDURE T ACCORDANCE WITH LATEST MANIOC OF AWS 01.1.WHERE WELDS ARE JS FOR MEMBERS DESIGNATED PART MANUFACTURER'S SFRS LABELED DEMAND CRITIC.,WELDING PROCEDURES �\/// /� I SHPROVED ORM TOROCED AWS Di TOB E SUDTOSPECI L INSPECTOR FOR REVIEW A D APPROVAL _/ \\Vr CHECKED BY SAS APPROVED PROCEDURES TO BE SUBMITTED TO SPECIAL INSPECTOR FOR REVIEW AND APPROVAL THEN TO THE ENGINEER FOR REVIEW. MEAL WELDS SHALL EC1FCATIONS NFORM TOEH. ELECTRWS ODES SHALL BEU.WELDERS SHALL.LDS.CERTIFIED UNDER AWS SHEET SEE FRAME ELEVATIONS ELECTRODES SHALL BE USED FOR ALL WELDS. 15.BEE FRAME ELEVATIONS FOR LOCATION RESIST.PROTECTED ZONES FOR LATERAL RESIST FRAMES NO CONNECTIONS OR ATTACHMENTS ARE PERMITTED WITHIN PROTECTED ZONES. 16.LOWEST ANTICIPATED SERVICE TEMPERATURE(LAST)SHALL BE 50•F F.INDOOR CONDITIONED STRUCTURES 60'F FOR OUTDOOR/UNCONDITIONED STRUCTURES 17.ALL EX.R1OR STEEL TOBE GALVANIZED.PLUG G.V HOLES wl.UMNUMPLDS. 18 HSS CONNECTION 1g HSS CONNECTION a HSS CONNECTION TO(E)CONCRETE SLAB sow 3"=1,0' so.DD 3"=1'-0' 3'=1'-0• CONTACT INFORMATION CONTACT'.DEANNA KUHLMAN SAMANTHA SCRAPER EMAIL 0104.051e..1 eAe®mWMe.rnm PHONE: (503).4-9560 (503)2240560 ..n. 2190290.14 PERMIT SET- 12/09/21