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Plans GENERAL 3 ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AISC QUALITY CERTIFIED FABRICATOR. 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS 4 UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC),REF. WELD PER ADM 1.2015 IBC. `6 2. CONSTRUCTION METHODS AND PROJECT SAFETY:DRAWINGS AND 5. FILLER SHALL BE 5556 ALLOY REGARDLESS OF MEMBER THICKNESS. 5 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT NO OTHER FILLER ALLOY SHALL BE USED UNLESS NOTED _ INDICATE METHODS,PROCEDURES,OR SEQUENCE OF OTHERWISE. © m Ir` CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND (E)STUCCO o/SHEATHING (E)CFS FRM'G. g la ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. EXISTING CONDITIONSMr g THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. I. ENGINEER WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR THE CONTRACTOR SHALL DESIGN,CONSTRUCT,AND MAINTAIN ALL VERIFICATIONS.IT I5 THE RESPONSIBILITY OF THE INSTALLER AND SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR OWNER(5)TO IDENTIFY EXISTING CONDITIONS AND CONTACT H / \ REVERENCE m ..aCONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND ENGINEER WITH ANY DISCREPANCIES OR CONCERNS. Il JI HEALTH STANDARDS,LAWS,AND REGULATIONS. 2. EXISTING INFORMATION HAS BEEN FURNISHED BY THE ENTITY WOM WWI- ; ENGINEERING tu 3. VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE CONDITIONS PRIOR THIS DOCUMENT WAS PREPARED FOR. ENGINEER IN NO WAY TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER CERTIFIES THIS INFORMATION AS"AS-BUILT". I� Y L o• IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT 3. FEATURES OF WORK ANNOTATED AS"VERIFY"(OR SIMILAR)MUST BE I ffi WW W.reverenceengmeermg.com m ARE FOUND.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED INSPECTED,VERIFIED AS SUCH, AND DOCUMENTED PRIOR TO '� I I (C 19) 354-1152 s DIMENSIONS.DO NOT SCALE DRAWINGS. FABRICATION AND INSTALLATION. 5 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS 4. IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS Co I ------„� COO B STREET, STE 300 ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL DETAILED HEREIN ARE NOT ACCURATE,CONTRACTOR SHALL CEASE ( I 1 ALUM.SO.TUBE I 5'-0"MAX. , SAN DIEGO, CA 92 I 0 I INSPECTOR.BE BROUGHT THE THE ENGINEER SHALL LL PROVIDE AN OF THE LNEER AND FIELD WORK AND NOTIFY SO SOLUTION PRIOR TO 5. CONTRACTOR SHALLnGINEER INS INSPECT DEDIATELY.CONFIRM THE QUALITY OF \ r TT __t_/ i P)x 0.125" ABOVE GRADE go PREPARED FOR: `o PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR EXISTING STRUCTURE AS"IN GOOD REPAIR°.STRUCTURE SHALL BE .Ll Il O OMISSION. FREE OF CORROSION,DECAY,AND ANY OTHER MATERIAL, 5. WHANY PE AT F THE WORK,CONSTRUCTION DETAILSO ARE O SHOWN OR NOTED FOR A FABRICATION,ASSEMBLY,TLT OR INSTALLATION DEFEC N.IF THERE ARE one - IDENTITI ANY PART OF THE WORK,USE THOSE FOR OTHER SIMILAR WORK. ANY INDICATIONS THAT THIS IS NOT THE CASE,CONTRACTOR SHALL O '6 G. WHEN A DETAIL IS IDENTIFIED AS TYPICAL,APPLY IN ESTIMATING AND CEASE WORK IMMEDIATELY AND NOTIFY ENGINEER. O O O SIGN CABINET 2 CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE 0 Y(DESIGN BY FAB.) REFERENCE IS REPEATED IN EVERY INSTANCE. r-o O f/ 7. CHANGES TO THE DRAWINGS:OBTAIN PRIOR WRITTEN APPROVAL. - rye '(mil' /�\\ --"'8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR ' III d cE-APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED uuu\\ • O AT THE EXPENSE OF THE CONTRACTOR. a) DESIGN CRITERIA SIGN MAX.BOUNDARY Q I. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-I6: MAXIMUM DESIGN SURFACE -L• MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. NOTE: m 2. WIND LOAD: AREA SHOWN;ACTUAL CABINET BASIC WIND SPEED,Vuir= 100 MPH SHAPE MAY VARY. RISK CATEGORY: II EXPOSURE:C _I3. SNOW LOAD: Q z IU_ T.)IMPORTANCE FACTOR.Is- I.0 -- - 3'-O" _c SURFACE ROUGHNESS: - EXPOSURE: --- `^ n O GROUND 10 PSF ® RECEIVED W v, O Q 4. ROOFRELIIVE LOAD: -- PSF PSF OFFICE O` LLI� U < STEEL CITY OF TIGARDFEB 3 202C � 0 co STEEL SHAPES SHALL CONFORM TO THE FOLLOWING(U.N.O.): .n•re t�'^'[l L.`OR CO IAA(-�E z -�1 ~ B RND.HSS ASTM A500,GR B Fy-42 KS MIN. REVIEWED IE W ED l CITY r� N SQ./RECT.HSS ASTM A5O0.GR B Fy=46 KS MIN. O CIT i OF TIGARD W (n THREADED ROD ASTM A36 Fy=36 KS MIN. STEEL PLATE ASTM A36 Fy=36 KS MIN. Approved: 1 BUILDING DIVISION JCO 73 ANGLE P CHANNEL ASTM A36 Fy=36 KS MIN. �� N - O STD.PIPE ASTM A53,ORB Fy=35 KS MIN. OTC: I I u N r STRUCT.PIPE ASTM A500,OR B Fy=46 KS MIN. Cl - 2. MACHINE BOLTS SPECIFIED AS"A307"SHALL CONFORM TO ASTM - O I w�Q�� t- < @ A307 w/NUTS PER ASTM A563A*WASHERS PER ASTM F844 Permit#: ( 7l J (U.N.O.).THREADED PARTS,NUTS,AND WASHERS SHALL BE HDG OR ` ��� "' N ZP AS DEFINED HEREIN. Address: t r1 n `�`„1,1 ,e„ S '�,) 6 3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3 1 25 GRADES ♦�'/' A325 OR A450 AS SPECIFIED("A325"OR"A490")w/NUTS PER PRODUCT EVALUATION REPORT SCHEDULE Q ♦ PROJECT#: ASTM A563DH*WASHERS PER ASTM F436. WHERE APPLICABLE,ANCHORS SHALL CONFORM TO AND BE INSTALLED Suite#: 2 00 I Ot 3 O A.WHERE DESIGNATED AS"-X CARE MUST BE TAKEN TO ENSURE PER THEIR RESPECTIVE EVALUATION REPORT(S)AS FOLLOWS: a) THREADS ARE EXCLUDED FROM THE SHEAR PLANE(S). R Date: O B.WHERE DESIGNATED AS"-N"OR IF NO DESIGNATION IS NOTED, ANCHOR TYPE(REPORT NAME) ICC-ESR# LARK# By: �-A-A_� No: IssuURemsion: Date: THREADS MAY BE INCLUDED IN THE SHEAR PLANE(5). HILT KBTZ MASONRY ANCHORS 3785 26057 s C.WHERE SPECIFIED,"A325"MAY BE HDG OR ZP AS DEFINED HILT KB3 MASONRY ANCHORS 1385 25577 . ---- Inmiai Submittal 1-29-2020 c .t HEREIN. HILT KB3 CONCRETE ANCHORS 2302 25901 • . o D.GRADE"A490"SHALL NOT BE HOG OR ZP A5 DEFINED HEREIN. HILT KBTZ ANCHORS IN CONCRETE 1917 25701 4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F 1 554 (E)CFS FRM'G. GR.36(U.N.OJ w/NUTS TO ASTM A563 AND WASHERS TO ASTM HILT HIT-NY 200 ADHESIVE ANCHORS IN CONCRETE 3187 25964 I� F436.PARTS SHALL BE HOT-DIP GALVANIZED(HDG)OR ZINC HILT HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 1071 26077 �, (MECHANICAL)PLATED(ZP).PARTS EMBEDDED ENTIRELY IN TAPCON ANCHORS[IN MASONRY] 67 TAPCON ANCHORS[IN CONCRETE] 2202 FASTENERS 2 4 CONCRETE MAY BE PLAIN STEEL. TAPCON+SCREW ANCHORS AND SAMMYS THREADED TYP. PER DETAIL 5. WHERE SPECIFIED FOR STEEL THREADED PARTS,NUTS,AND m WASHERS,HOT-DIP GALVANIZING(HDG)SHALL CONFORM TO ASTM ROD ANCHORS[IN CONCRETE] 3699 I 1, F2329 AND ZINC(MECHANICAL)PLATING(ZP)TO CLASS 55 PER ITW BUILDER TEKS SDS 1975 2591 A SIMPSON TITEN HD SCREW ANCHORS[MASONRY] 1056 25560 ASTM B695. O I ate- -- aE) SIMPSON TITEN HD SCREW ANCHORS[CONCRETE] 2713 2574 I31I0 .- -141.o. 1% m G. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED. -r 1 ' 4 m SIMPSON STRONG-BOLT 2 WEDGE ANCHORS[CONC.] 3037 25705 ) )` m 7. ZINC ELECTRO-PLATED FASTENERS PER ASTM F 194I MAY BE _ __ _ SUBSTITUTED FOR INTERIOR APPLICATIONS,BUT ARE OTHERWISE I \ '>i� p O NOT TO BE USED UNLESS SPECIFIED. ABBREVIATIONS TUBE PER ELEV. (E)STUCCO o/ I �D r I' t� 'Z 8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE ABV. ABOVE G.C. GENERAL CONTRACTOR O OO SHEATHING I I \ Y`� e CORRESPONDING THREADED PART. ADD'L. ADDITIONAL HDG HOT DIP GALVANIZED 3/8"0 MIN.SNAPTOGGLE �'� S� 9. WHERE SPECIFIED,IRON AND STEEL HARDWARE SHALL BE HOT-DIP HOR. HORIZONTAL HEAVY DUTY TOGGLE \ I N O AFF ABOVE FINISHED FLOOR '0.250"ALUM.PL.(MIN.) C ! \ t GALVANIZED PER ASTM A 153. ALT. ALTERNATE O.C. ON CENTER >3/16 THRU SHEATHING Cv 'C� -9 10. STAINLESS STEEL(SS)BOLTS,STUDS,AND THREADED ROD SHALL ALUM ALUMINUM LOC. LOCATION V ,C: - rr +' CONFORM TO ASTM F593 AND BE ALLOY 304 OR 316 w/NUTS TO MAX. MAXIMUM USE"CRUSH TUBE"@ [ 9 3 5 5 713E 1 O A.O.R. ARCHITECT OF RECORD J'I0-- ASTM F594.NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE MIN. MINIMUM FLEXIBLE FINISH,NOT ARCH. ARCHITECTURAL •THREADED PART. (N) NEW TUBE PER ELEV. REQ'D.@STUCCO ' ( �_ y BTM. BOTTOM PLATE DETAIL. d 1 I. WELDING: N.T.E. NOT TO EXCEED - y BLK'G. BLOCKING O R E G: N ,p A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D 1. CIRC. CIRCLE/CIRCULAR o/ OVER HAND TIGHTEN,DO NOT AND AISC SPECIFICATION,CHAPTER J.WELDERS SHALL BE CONC. CONCRETE O.D. OUTSIDE DIAMETER OVER-TENSION. , \`6 CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY. CONN. CONNECTION OPT. OPTIONAL <9• V 11 �O �� aa O WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING COAT. CONTINUOUS PENS. PENETRATION su ` � LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH �R. CONTRACTOR REINF. REINFORCEMENT VALIDITY O F P'r ' I`�T J_,& L NOT LESS THAN 70 KS)UNLESS NOTED OTHERWISE. DIA. DIAMETER RHO ROUND THE ISSUANCE OF A P�]- I �. B.UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIM. SIMILAR N. DET. DETAIL 0 SIZE WELD PER AISC SPECIFICATION,SECTION J2,TABLE J2.4. (El EXISTING 55 STAINLESS STEEL I i _,�� EXPIRES: 6-30-2020 T EXIST. EXISTING STD STANDARD BASED ON CONSTRv''`_Y ALUMINUM EA. EACH ENGINEER: o SUPP. SUPPLEMENTAL >, I. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE E.W. EACH WAY SQ. SQUARE O CONNECTION DETAIL DOCUMENTS ANDOiH,-;-S BJS 5.. ALUMINUM DESIGN MANUAL(ADM I),THE SPECIFICATIONS FOR ELEV. ELEVATION T/O TOP OF DATA SHALL NOT PREVENT DWG TITLE: +�'-- ALUMINUM SHEET METAL WORK(ASM35),AND CHAPTER 20 OF THE EMBED.EMBEDMENT Tom. TYPICAL STRUCTURAL BUILDING CODE. E.O.R. ENGINEER OF RECORD THK. THICK(NESS) THE CODE OFFICIAL I-i t_.)IV'1 •. y m 2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING: FAB. FABRICATOR/FABRICATION U.N.O. UNLESS NOTED OTHERWISE SHEET: SIZE: % VERT. VERTICAL REQUIRING THE CORi=iEC�l�=%i�I PIPE G TUBE 6061-T6 ASTM B429 Fy=35 K51 MIN. FDN. FOUNDATION w/ WITH R O a� STRUCT.PROFILES 606 I-T6 ASTM B308 Fy=35 K51 MIN. FRM'G. FRAMING - ° w/o WITHOUT SHEET t 6061-TB ASTM B22I Fy=35 K51 MIN. FTC. IELDFOOTING ZP ZINC(MECHANICAL)PLATED OF ERRORS. OSS C 1 OF..<'- . I o r STAPLE TUBE 6063-T5 ASTM B221 Fy=16 K51 MIN. F.V. FIELD VERIFY y, E.6 J O The designs,details and specifications contained in this drawing are confidential.The recipients of this drawing hereby acknowledge and agree that it is the sole property of Reverence Engineering and that they shall neither use nor reveal any of the designs,details and specifications contained in this drawing,outside of the contractual agreement expressed written permission from Reverence Engineering.Deviations from this drawing shall not be made without consulting Reverence Englneenng. In case of incongruities between drawings,specifications,and details included In contract documents,Reverence Englneerng shall decide which Indication must be followed and their decision shall be final.Copyright Reverence Engineenng.All rights reserved.