Plans (98) diIIMRSOSINWSW AMMO
GENERAL 3. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AOC
1, ALL MATERIALS AND WORK SHALL';ONFOKM TO THE REQUIREMENTS QUALITY CERTIFIED FABRJCATOR. o
OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC),REF. 4. UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE RECEIVED
2012 INTERNATIONAL BUILDING CODE(IBC). WELD PER ADM I. Spy.pyo
2. CONSTRUCTION METHODS AND PROJECT SAFETY:DRAWINGS AND 5. FILLER SHALL BE 5556 ALLOY REGARDLESS OF MEMBER THICKNESS. OFFICE co[A y
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT NO OTHER FILLER ALLOY SHALL BE USED UNLESS NOTEDS
INDICATE METHODS.PROCEDURES,OR SEQUENCE OF OTHERWISE. m
CONSTRUCTION,TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND Q Q S
ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. CONCRETE t REINFORCEMENT MAR 1 O 2019 RE O
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THE EOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. I. MINIMUM 28-DAY COMPRESSIVE STRENGTH(Pc)SHALL BE 2,500
THE CONTRACTOR SHALL DESIGN,CONSTRUCT.AND MAINTAIN ALL PSI.
SAFETY DEVICES AND SHALL 8E SOLELY RESPONSIBLE FOR 2. REINFORCEMENT TO BE ASTM AGI 5 GR GO,Fy=60 K51 UNO. ,CITY� CARO REVERENCE J
CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED, 24'-0' m
HEALTH STANDARDS,LAWS,AND REGULATIONS. 4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH UILDING DIVISION
3. VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE CONDITIONS PRIOR MECHANICAL VIBRATORS. ENGINEERING
TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER 5. MINIMUM CONCRETE COVER: \ \ r- , 3CY-0"MAX ,
IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT CAST AGAINST t EXPOSED TO EARTH 3" -X -X - - -: ABOVE GRADE , www.reverenceenglneering.com S
ARE FOUND.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED EXPOSED TO EARTH OR WEATHER 2" N. (G I 9) 354-I 152
DIMENSIONS.DO NOT SCALE DRAWINGS. G. CHAIRS AND SPACERS:AS REQUIRED TO MAINTAIN COVER. - -" FASTENER LINE
4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS 7. SIGN MAY BE INSTALLED ON FOUNDATION AFTER A MINIMUM (REF.DETAIL) 600 B STREET, STE 300
a.
ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL CURING TIME OF(14)DAYS PROVIDED CURING PROCESS IS SAN DIEGO, CA 92 I 0 I
,22
BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD PROPERLY MAINTAINED PER ACI 318.
INSPECTOR,THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO 8. GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM PREPARED FOR: O
PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR COMPRESSIVE STRENGTH OF 5.000 PSI AT(I)DAY.MIX AND PLACE 0 SIGN CABINET
OMISSION. IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. in (DESIGN BY FAB.) ESA SIGN AND O
5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR I
ANY PART OF THE WORK,USE THOSE FOR OTHER SIMILAR WORK. FOUNDATIONS /�1/,/ m
G. WHEN A DETAIL 15 IDENTIFIED AS TYPICAL,APPLY IN ESTIMATING AND 1. DESIGN BEARING PRESSURES ARE PER CBC CLASS 4 PRESUMPTIVE ... �' I AV V N I N G
N
CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE - _ -
REFERENCEIS REPEATED IN EVERY INSTANCE. VALUES(NO SPECIAL INSPECTION REQUIRED): FASTENER LINE B
LATERAL BEARING: 150 PSF/FT
7. CHANGES TO THE DRAWINGS:OBTAIN PRIOR WRITTEN APPROVAL. in / (REF,DETAIL) m
8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR VERTICAL BEAPoNG: 2.000 PSFc- �/ C_7/
APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED EXISTING CONDITIONS \ * ----�' X X ---- -QQQ -- --J y
AT THE EXPENSE OF THE CONTRACTOR. V
I ENGINEER WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR m
DESIGN CRITERIA VERIFICATIONS.IT IS THE RESPONSIBILITY OF THE INSTALLER AND
-- ---- OWNER(S)TO IDENTIFY EXISTING CONDITIONS AND CONTACT SIGN MAX.BOUNDARY i
I. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7.-10:
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ENGINEER WITH ANY DISCREPANCIES OR CONCERNS. `rte -
2. WIND LOAD: 2. EXISTING INFORMATION HAS BEEN FURNISHED BY THE ENTITY WHOM NOTE:MAXIMUM DESIGN SURFACE X1, m_
BASIC WIND SPEED,V,,,= 110 MPH THIS DOCUMENT WAS PREPARED FOR. ENGINEER IN NO WAY AREA SHOWN;ACTUAL CABINET W LU tWSK CATEGORY: II EXPOSURE:C CERTIFIES THIS INFORMATION A5"AS-BUILT". SHAPE MAY VARY. > > y
3. SNOW LOAD: 3. FEATURES OF WORK ANNOTATED AS"VERIFY'(OR SIMILAR)MUST BE �/ WHERE SHOWN,APPRX.FASTENER LOC.[SEE DETAIL 2] (� Q T
INSPECTED,VERIFIED AS SUCH, AND DOCUMENTED PRIOR TO /\ MIN.QTY.SHOWN.INSTALLER MAY INCLUDE MORE U 1 N)
IMPORTANCE FACTOR,I,,= I.0 FABRICATION AND INSTALLATION. Z OL -
SURFACE ROUGHNESS: - EXPOSURE: --- Z j"
4. IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS CD
N O
GROUND 10 PSF p _v
DETAILED HEREIN ARE NOT ACCURATE,CONTRACTOR SHALL CEASE r
4. ROORROLIVE LOAD: -- PSF WORK AND NOTIFY ENGINEER IMMEDIATELY. U (n p c
5. CONTRACTOR SHALL INSPECT AND CONFIRM THE QUALITY OF 2K p[
W -
EXISTING STRUCTURE AS"IN GOOD REPAIR".STRUCTURE SHALL BE ) Q
STEEL FREE OF CORROSION,DECAY.AND ANY OTHER MATERIAL, ELEVATION (QTY: 2) _I u
!. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING(U.N.O.): FABRICATION.ASSEMBLY,OR INSTALLATION DEFECT,IF THERE ARE O O . U
RND.HSS ASTM A500,GR B Fy=42 KS MIN. ANY INDICATIONS THAT THIS I5 NOT THE CASE.CONTRACTOR SHALL
SQ./RECT.HSS ASTM A500.OR B Fy=46 KS MIN. CEASE WORK IMMEDIATELY AND NOTIFY ENGINEER. Q fQ c
THREADED ROD ASTM A30 Fy=36 K5 MIN. O
STEEL PLATE ASTM A36 F=36 KS MIN. • - u
ANGLE t CHANNEL ASTM A36 Fy=36 KS MIN. LLI
N
STD.PIPE ASTM A53,GR B F=35 K5 MIN. t
STRUCT.PIPE ASTM ASOO,GR B Fy=46 K5 MIN. S p _c
2. MACHINE BOLTS SPECIFIED AS"A307°SHALL CONFORM TO ASTM F o
A307 w/NUTS PER ASTM A563A t WASHERS PER ASTM F844
(U.N.O.).THREADED PARTS,NUTS.AND WASHERS SHALL BE HOG OR G m
13-
ZP
ZP AS DEFINED HEREIN. O
'Rd.'
3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F31 25 GRADES d
A325 OR A490 A5 SPECIFIED("A325"OR"A490')w/NUTS PER PRODUCT EVALUATION REPORT SC(ihDULE PROJECT A s
ASTM A563DH d WASHERS PER ASTM F436. --_ - --- - - ...- r 19 0 3 0 2 804
A.WHERE DESIGNATED AS"-X",CARE MUST BE TAKEN TO ENSURE WHERE APPLICABLE,ANCHORS SHALL CONFORM AND BE INSTALLED
PER THEIR RESPECTIVE EVALUATION REPORT(S)AS FOLLOWS: 31
THREADS ARE EXCLUDED FROM THE SHEAR PIANE(5). / I O"----f- / I O"__pry0
B.WHERE DESIGNATED A5"-N"OR IF NO DESIGNATION 15 NOTED, ANCHOR TYPE(REPORT NAME) __ ___ __ICC-ESR# LARK A
No: Issue./Rems�on: Date:
' THREADS MAY BE INCLUDED IN THE SHEAR PLANE(S). HILT)KBTZ MASONRY ANCHORS - 3785 26057 '
C.WHERE SPECIFIED,"A325"MAY BE HDG OR ZP AS DEFINED m
N
HEREIN. HILT)K83 MASONRY ANCHORS 1385 25577 �„� ---- Initial Submittal 3-13-20i 9 -
HILTI KB3 CONCRETE ANCHORS 2302 25901
D.GRADE"A490"SHALL NOT BE HOG OR ZP AS DEFINED HEREIN. HILTI 3/8"0 KBTZ SS 304 HILTI HIT-1-1Y 200 w/318"0
HILT,KBTZ ANCHORS IN CONCRETE 1917 25701
4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F 1554 -(OR 31 6)@ 36"O.C.MAX ,� HAS-R @ 30"O.C.MAX _
HILT)HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE 3187 25964 ¢. EMBED. 2-314"
GR.30(U.N.Q.)w/NUTS TO ASTM A563 AND WASHERS TO ASTM E- -i.._,_, ....s. h,; 2" I � 75
F436.PARTS SHALL BE HOT-DIP GALVANIZED(HOG)OR ZINC
HILTI HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 3963 20077 / 6" I I (TYP.@ TOP t BTM.) m
TAPCON ANCHORS[IN MASONRY] 1071 _,/
(MECHANICAL)PLATED(ZP).PARTS EMBEDDED ENTIRELY IN INTERNAL FRM'G. - h„ - 2-5/8" INTERNAL FRM'G.-
TAPCON ANCHORS[IN CONCRETE] 2202 (I !2'.
CONCRETE MAY BE PLAIN STEEL. (BY MFR.) I (TYP.@ TOP t BTM.) (BY MFR.)
5. WHERE SPECIFIED FOR STEEL THREADED PARTS,NUTS,AND
TAPCON+SCREW ANCHORS AND SAMMY'S THREADED ----�'.
WASHERS,HOT-DIP GALVANIZING(HOG)SHALL CONFORM TO ASTM ROD ANCHORS[IN CONCRETE] 3099 I �"""""` i ,,3; 2
P2329 AND ZINC(MECHANICAL)PLATING(ZP)TO CLASS 55 PER 17W BUILDEX TEKS 505 1975 2591 1 ,,,-„ _ ,, -{ -.,,„__
SIMPSON TITEN HD SCREW ANCHORS[CONCRETE] 2713 25741 �� "\ F
SIMPSON TITEN HD SCREW ANCHORS[CONCR(MASONETE]
1056 25500 SIGN FACE SIGN FACE 4
5
7 SUBSTITUTED FOR PLAIN STEEL FASTENERS
NEER PER AS-,BUT ARE OTHERWISED
SIMPSON STRONG-BOLT 2 WEDGE ANCHORS[GONG.] 3037 25705 { I Al
ASTMI3695. _
A
I
7. ZINC ELECTRO-PLATED FASTENERS PER AS-1M F 1941 MAY BE a.,.,a. p _
NOT TO BE USED UNLESS SPECIFIED. (BY MFR.) (BY MFR) I t Q f O�
8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE ABBREVIATIONS ��` V .-
ABV. ABOVE HOG. HOT DIP GALVANIZED (E)8"GROUTED CMU(SHOWN) (E)8"GROUTED CMU(SHOWN)
CORRESPONDING THREADED PART. SIGN CABINET ""�'�
9. WHERE SPECIFIED,IRAN AND STEEL HARDWARE SHALL BE HOT-DIP ADD'L. ADDITIONAL HOR. HORIZONTAL (HOLLOW O.K.] SIGN CABINET [HOLLOW O.K.] a I �,�iO
AFF ABOVE FINISHED FLOOR OC. ON CENTER (BY MFR.) (BY MFR.) I �`_
GALVANIZED PER ASTM AI53. N
ALT. ALTERNATE LOC. LOCATION
O. STAINLESS STEEL(55)BOLTS,STUDS,AND THREADED ROD SHALL ALUM. ALUMINUM MAX. MAXIMUM '•• 9 4
CONFORM TO ASTM F593 AND BE ALLOY 304 OR 316 w/NUTS TO AOR. ARCHITECT OF RECORD MIN. MINIMUM 2 x 2 x 1/8"(L=2") 'I 2 x 2 x 1/8"(L=2")
ASTM F594 NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE ARCH. ARCHITECTURAL (N) NEW ALUM.ANGLE CLIPS "'= - ALUM.ANGLE CLIPS '
THREADED PART. 15
WELDING. BTM. BOTTOM NTE NOT TO EXCEED @ 36"O.C.MAX. @ 36"O.C.MAX. aJ
A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D I. BLK'G. BLOCKING o/ OVER (TYP.@ TOP t BTM.) (TYP.@ TOP t BTM.) , OR EGO i
AND AISC SPECIFICATION,CHAPTER J.WELDERS SHALL BE CONC. CONCRETE OPT.
OPT. OPTIODA DIAMETER /. a7
CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY. ^ -
CONN. CONNECTION PENS. PENETRATION Y 40
WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING �`- r 1O !� `p
LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH CONT. CONTINUOUS KEINE. REINFORCEMENTO �i SO
3
CTR. CONTRACTOR RND. ROUND OPTION'A' OPTION'B' 'r`t J. SO r
NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE. DIA. DIAMETER SIM. SIMILAR
B.UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM DET. DETAIL/ER 55. STAINLESS STEEL p
SIZE WELD PER AISC SPECIFICATION.SECTION J2,TABLE J2.4. (E) EXISTING STD. STANDARD
EXPIRES: 61-30-2020
EXIST. EXISTING SUPE. SUPPLEMENTALa T
ALUMINUM EA. EACH SQ. SQUARE ENGINEER: BJS
1 FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE 2010 E.W. EACH WAY 770 TOP OF CONNECTION DETAIL
ALUMINUM DESIGN MANUAL(ADM I).THE SPECIFICATIONS FOR ELEV. ELEVATION TYP. TYPICAL DWG TITLE:
▪2
ALUMINUM SHEET METAL WORK(ASM35).AND CHAPTER 20 OF THE EMBED.EMBEDMENT THK. THICKNESS O ✓ pU/TUppL
BUILDING CODE. EOR. ENGINEER OF RECORD UNO. UNLESS NOTED OTHERWISE
2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING: FAB. FABRICATOR/FABRICATION VERT. VERTICAL SHEET, SIZE. -▪"6
PIPE t TUBE 0001-70 ASTM 8429 Fy=35 K51 MIN. FDN. FOUNDATION VIF. VERIFY IN FIELD 1 p
STRUCT.PROFILES 000 I-TO ASTM B308 Fy=35 KSI MIN. FRM'G. FRAMING w/ WITH
SHEET t PLATE COG I-TO ASTM B209 Fy=35 KSI MIN. FTG. FOOTING w/o WITHOUT I B O
STAPLE TUBE 6003-T5 ASTM B22I Fy=I G KSI MIN. GC. GENERAL CONTRACTOR ZP. ZINC(MECHANICAL)PLATED --,51-)
STAPLE
• 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 Engmeermg 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 Engineering. In case of Incongruities between drawings,specifications,and details Included In contract documents,Reverence Engmeermg shall decide which Indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved.
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