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BU I i U I N G E L c V A 1 I ON
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BUI _DING SECTION
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CUNSTRUCfION GELATES
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4. CONSTRUCTION DETAILS W f-
5. GENERAL CONDITIONS �
6. SPECIFICATIONS
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CIENERALIL- NC.T®ES -- I ; ,'� �x+$�+I L LL
ORMOILITION NOTES y lI
I ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE IiNIFORM AU:LDING l:0id
(,,ANC,�J►r,NCi
IVBH EDITION Villi OREGON AMENDMENTS AND 111 ALL SIAM AND L(rAL CODES. -- ` \ \ lANtnCAf'IhGI
PR:?R TO BEGINNING ANY DEMOLI I'^m dnRK .;0VFY _ ` \ \ E Iro71N �..lAL'IAt tYX:iC `-`
2 DlS16N LoaDS ROOF L!VE I.Oan 24 P_•f
WIND LOAD 10 MPH P[R U.H•r EXPOSURE B. OF THE PROPOSED DEMOLI T(UN SN"LL BE MADE BY THt - .`, K M IL
SEISMIC IONS 26 CONTRPCTUR TU DETERMINE 1HE L,'":CTIONS, FRAMING __ --- �Xhp1nWCA) �'7AG+Nl 1�1GIG
easter+r, "� THIS BUILDING TO BE EQUIPPER) WITH A'1 I
AI.LOWAILF SOIL 7000 r,r ME iHGUS, AND CONDI I I UNS OF THE: AREA TO BE 1 ; Irk ,a,r�ti�
DEARiNG DISMANTLED. THE CONTRACTOR SHALL NOTIFY1 - APPROVED AU10MATIC FIRE: EXTINGUISHING N
EPPING/DEFFENBAUGN ASSOCIATES PRIOR TO _ ( SYSTEM THROUGHOUT. -_
1. CONCRETE PROCEEDING WITH DEMOLITION OF ANY CONDITION
(A) eENERAL WHICH MIGHT CAUSE THE UNPLANNED COLLAPSE OF ANY
PORTION OF [HE BUILDING. = ' S _ J eE..1' ��' M
' ALL CONCRETE SHALL iE PLANT MIXED AND DELIVERED lU THE PROJECT IN + - -- ---- --� m
ACCORDANCE WITH ASTM C94. THE PRODUCIER TALL FURNISH DUPLICAIL r
DELIVERY TICKETc WITH EACH LOAD OF CONCRETE, INDICATING 11MF AND OAT! AGf.OUNT FOR ALL ELE,TA'IC, GAS, WATER, SEWER, AND I
r DISPATCHED, W46ER Of CHBi� � m OTHER UTILITY LINES THAT RUN THROUGH ,ANY AREA OR - f i EXISTING BUIL0111wti
S, CEMENT CON+ENT, AUMIXIURFS AND
JUANTITY OF WATER ADDED T F ANY. WORK 10 BE DEMOLISHER. LINES SHALL BE CAPPED, - -'
(8t CONr,REIE MIX DESIGN SHUT OFF, OR PROTECTED AS REQUIRED. -
INTERIOR RMMOQML 5 � =xl�'TIN(:'
DESIGN �x l�a?I NC.:1 Iy U i t~T,?+'�isl I p, t?;L11 tD++V(� R E V I S 10 hI S
.J
+ MINIMUM ZA DAY COIIPRE.SSI`;E '.'RFNGIHi, LOCATIONS, AND MINIMUM CEMENT DETERMINE IF ANY TYPE OF HAZARDOUS CHEMICALS, _ _QND�xJa?1
CONTENT AS FOLLuWS: FLAMMABLE MATERIALS, OR SIMILARLY DANGEROUS vVALL 'TL� ( 4 r;,c 1T �•_ -a
SUBSTANCES, INCLUDING ASBESTOS, t`'1VE BEEN USED P4E k'c V&D
2500 PSI CONCRETE FOA FOOTINGS, CONCRETE '',HULL CONTAIN AT LEAST III ANY PIPES TANKS,DEMOLITION
EQUIPMENT IR THE BUILDING ' I
SACKS OF CEMENT PER CUBIC YARD. STRUCTURE WHERE THF DEMOL I T I ON WORK IS TO BE t _,
iNf,LUOF ADNIXTURE IN ACCORDANCE. WITH MANUFACTURER'S R-FCOMIIENOATION` PERFORMED. WHEN THE PRESENCE OF SUCH SUBSTANCE I I �►D(.'1fi?N
FOR PROPORTIONS TO REDUCE THE WATER-CFME.NT RATIO, TO IMPROVE THE IS APPAPNT OR SUSPECI , TESTING AND PURGING T T- \T�� ���� - IL._ _
OLALITY OF CEMENT PASTE, TO PROMOTE UNIFORM!TY OF QUALITY OF *HI SHALL. BE PERFORMED AND THE HAZARD REMOVED OR �"' � � -
._..� SIGN
CONCRETE IN PLAfe AND rOP AIR ENTRAINMENT. �t I T r ( - - `✓
ELt,'•_NATF0 BEFORE OEMOLIT ION S.AR,S OR
CONI INUE:. �l \ � \ � � \ � \ � �... _.___ �__._,._..�__ . �; -r Tom.----•-__.. ,_. DRAWN I I
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Aj EXPOSED EXTERIOR CONCRETE: 1% TO SL ENTRAINED AIR. .109 N0.
NI NO MIK CONIATNING CALCIUM CHLQ«'OF SHALL BE PERMITTED.
ALL DEMOLITION MATERIALS SIiALL Elf: PROPERLY ! ! �] %,+ , ; I \� I I DATE
(C) MAXIMUM SLUMP DIS°OSED IN ACCORDANCE WITH Al-L, LAWS AND RY(16NJ1: IL FWALAL
REGULATIONS. PAY ALL DUMPING FEES. ALL 11EM5 fl'Eµ'�+'E Ri':Xki?jN4 RAIMP+: D.uT Z' K, 5t/+D1,v'M
IHF OUANT1TY OF WATER ADDED TO THE N'X SHALL BE THE MINIMUM AMUUN THE OWNER OESIR''S 10 SALVAGE IN THE AREAS OF
RLoL+TREn FOP PROPER PLACEMENT, AND NOT MORE THAN THE EaL_LOWIns: DEMnI.I TION SHALL BE I"ENTIFIED PRIOR TO \' *+Gw CAMt'K 41 Lmulal.►s �. *+ CAF I,1AIZK*jCj .A. 5�N Q
7 GALLONS PER SACK FOR 2500 PSI CONCRETE. DEMOLITION. CONTRACTOR SHALL REMOVE AND OFT.IVI:R -- �__ .- - �- -• ,
'0 OWNER THOSE ITEMS [UENTIFIED. � - �.• �,y �� � � I +
41XIM;1M SLUMP FOR VARIOUS SECTIONS AS FOLLOWS: , E><t`,jiNLi,l P�1ILDI1VC� �� � � �' • I 1
FOU:OAT!ON FOOTINGS: 5" MAXIMUM THE PUk 'C SHALL. 3E PROfECTE-D FRIM DEMOLITION
MATERIAL, DUST, FUMES, EFC. , BY BARRIERS AND /OO -
CnNCR.TL WITH GREATEP SLUMP WILL BE REJECIEO AND MUST 0E REPLACED. PLASTIC SHEETS 4S REQJIRED. DEMOLITION WORK �'- � � Ek1cv (N � r K ITV � � • � ;,�' ° y
SHALL EAS IF THE PUBLIC IS ENDANGERED IN AN'. �
D; CONCRETE REIWFORCING WAYL CEASE ! y
(1) CONCRETE REINFORCING ASTM A-61° GRADE 40, /4 BARS AND SMALLER,
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GRADE. 60, 15 ;TARS AND LARGER. DEFORM-:D BARS UNLESS OTHERWISE. i '' �'�{ / ` -----'— j
NOTED ON PLANS. ` \ z
(2) LAE' ALL REINTORCIN6 GARS MINIMUM OF 24 BAR DIAMETER`. LOP 41 l
BARS MINIMUM I)F I`," AT CORNERS. : .� ,C �•, \ `� CL2
CONCRETE PROTECTION FOR REINFORCEKENT
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(a; CONCRETE nEPOS1lE0 AGAIN.,T GROUND 1" I � � •� ,. ' J f �. r � � 1
(t�iJ I l.G>� �`�, �' '`• � -j' `- ter, -
(b) CONCRETE EXPOSED TO WEATHER rQ AGAINST GROUND AFTER REMOVAL 'TF
FORMS l If7" L �-
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d. CONTRACTOR IO VCRIFY AL1. DIMENSIONS PRIOR TO PLACING CONCkF!E.
5. ALL FILL 10 BE PLACED ON MAXIMUM R" LOOSE LIFIS AND COMPACTED TO MINIMUM
95% DRY DENSITY IN ACCORDANCE WITH ASTM D {557 (AASHTO T-IBO). THE FILL .�• \ ` �{ �1 �
MATERIAL SHALL. BE A CLEAN MIXTURE OF SAND AND GRAVEL WITH 6% OR LESS PAST buILVINTU O
THE 200 SLREEN AND SHALL CONFORM TO SECTION 701 OF THE STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTR'JCIION, STATE OF OREGON. NO ORGANIC i� — i
MATERIAL WILL BE ALLOWIO. PLACEMENT OF ALL FILL MATERIAL SHALL BE tr �` bill 11111111111110
PERFORMED UNDER THE SUPtRVISION 0f A QU.AL1F1En SOit-S ENGINEER OR HIS I THIS OUIL)ING IS EQUIPPED' WITH AN W
REPRESENTATIVE IF REOUIRFD BY ARC8ITECT. AUTOMATIC FIRE SPRINKLER SYSTEM
6. FOUNDATIONS MUST BE SMOOTH, LEVEL AND SQUARE. TOP TO HAVE TROWPL FINISH. THROUGHOUT. SHOP DRAWINGS SHALL lu, �clyTtr�cq AyPwAl11 rAti/it+ICsI _ j V rj Q
BE SllBMI1 'To-TED TO THE CITY OF TIrARD `�' ' "I � �_-__... _ _ � >'vEr•-+�a,llv --------- .. , • � i � U Uy
7, ALI. MISCELLkNEOUS STEEL TO CONFORM TO A5TM A36 Fy - 36,000 PSI. FOR REVIEW OF ALL MODIFICATIONS TO � — _ � •
9. ALL WELDING SHA'_L CONFORM T2 THE PROVISIONS OF THE CODE FOR WELDING IN 1 H EXISTING FIRE SPRINKLER SYSTEM.
BUILDING CONSinUCTION A.W.S. D 1.0-69 OF TIIE AMERICAN WELDING SOCIETY, --
EXCEPT WHERE OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS OR IN THE ......-.- ----...__..._.__ ..__ ___---,—�_ I --.__..`mss I �- TA
SPECIFICATIONS. ALL WELDING SHALL BE PERFORMED BY WELDERS CERtIF1ED IN
AI;CORD WI:H THE AMERICAN WELDING SOCIETY. i ••. w F Lemli jPlr—"AQINC�
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