Report 1-
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G _ ''INT F-:RAL NOT t-' . ' _
\ -- DESIGN AS CONSULTING
I. GENERAL NOTES TO CONTRACTOR 5. ENERGY CODE COMPLIANCE: r REINFORCING_ 919 N.E. 19th. AVE.
AND SUBCONTRACTORS- IOWCI'SI7N 1017OTC,✓h'.EE➢LENTIALSPETALTY�TARE NI10.1..1111 Suite A l4a N
AND Al y r/I WL TESTEES RfO1LRLT/T I7 A!TASI NIIO!.It[1. A 1 PLACE 1-H4 HORIZONTAL CONTINUOUS AT BUTTON OF FOOTING AND 1 AT TOP OF WALL Portland. OR. 97232
4. ALL CONSTRICTION TO CO LY MIN X117 ROY RESIDENTIAL SPECIALTY COY UNLESS OTHERWISE MITES ON PLANS fat:503-285-8462
B I PLACE 2' 0'X 2 -0 BENT BARS Ar CORNERS AND INTERSECTIONS FOR
rax:5o3-285-e4sz
-TARE N1101.10 1 PRESCRIPTIVE ENVELOPE RElI11RENEN15: WALLS AND FOUNDATIONS FOCAL IN SIZE AND NUMBER TO HORIZONTAL
B ANY OISLPPAK/ES IN Pi HAMS 141ST DE Baal TO THE ATIENT!1N ElL15CTW
55 P 17 E-6.BIT! C I PLACE 2-W4 BARS A I EACH SIDE OF ALL OPENINGS AND EXTEND THE BARS
IF DE ARCHITECT IMfO1A 1Kr AY/WITTEN CLARIFICATION WW1 -VOTERIC-YALE TBD EILIN-F-2T F.B.BATT RACEINEINSULATION ENDS DE ALL FOOTINGS AND WALLS.
PRICE10 Ilf ONNf/E/YNT CF'ORr.. -FIAT CEILINGS-R-40 F G.BAT
C. ALL KIWIS TO BE INSIAL¢O PER MAMFACILfER'S SPECIFICATIONS IddEPFLIPS-P-38 EG.BATT INSULATION 2'-0°AFYOND THE OPENING IN EACH DIRECTION.
At INUSIRV STANDARDS. -9 AB ECCE PERIIETER-P-15 RILGIO I/SMAT/LN Z-'4 X 4 -0'OIAGONAI BARS AT EACH CORNER DF THE OPENING.
O. Lti1N7RADILRi IO INSECT 1R CONIITTIM PRIOR TO CONfNE1EN7
-ICA TED SLAB INTERIOR-P-10 11 TYPICAL WALL VERTICAL AND HORIZONTAL REINFORCING SHALL BE PROVIDED
-VMS-U-0 39 ABOVE ANO BELOW ALL OPENINGS IN WALLS.
BE IOW. STARTING WEA&”SHALL INITIATE ACCEPTANCE O CAST rrISS. -SKYLIGHTS-0.50
E. PETER PALIESCO DESIGN ANO C(HCL IINi ASSOC NO LIABILITY ELF Mawr -RIMY CII&S-A/L Om2F0-0.20 Al ALL VE/ITB Y1F,E FABPIC IWV!SHALL CNA TO ACTH SPECIFICATION A-185
H/F(RMANE BE'YEMANSBIP if ANY TRACE- -FlTEPILR CEPS 4/11/520011.FT(AZIhG 0-40 AK PIPE FABRIC SHAL(DE 9FFLIEO AN7 DYED IN RAT SffEIS AW SHALL IF
2. SI TEWORK_
-FORCE'AIR OEi IANLA71(N-R-B
CHAIRED TO PROPER POSITION IN SLABS.LAP 00 FILL/f5/I PILLS 1'ON SIDES
A VERIFY LICATI/Y Of ALL Putt-tits BEFOG EXCAVATION. -TABLE NII07.1(Zl ALOITICNN(MEASURES BP71pNl 5 At MWIS
B FII NA1/1N AREA TO DE CLEARS O ALL NE/1AIIBE;TLPSSIL, 5-MAMTAT/PY ASP SEALING IT ALL'ALE CDVPOINGS AT IIP HATE Ado AIR 51 AU EfIMLSY-1W STEEL SNA((BE LETAILED FABRICATES AMD PLACED IN ACCOPANE
At FOREIGN MATERIAL. SEALING DfCA7151,AT/COMICAL ME OEILDIW VENTILATION SYSTEM WITH AU OTAILIt MANX 315 CO
C ALL FODTIIGS TO LEAP OV FIRM L VOISTI/O SOIL MIM PATES ILEUM;MIS03 OR ASIRAE 62 2 ANO AL OLDS At AIR HAULERS A l Al REINFORCING SIF F1 0/ALL.H ACCLNATEL F RACES At
O. ASSBfO SOIL BEAM FBESSOE-1,51Z,P.S.F. CBJIAIN-0 WITHIN WOOING IF ALL BETS SLATES WI N MASTICt�Ill F/FIjTI'5 BEKPE COVIREIE IS PLACE°AW
E. SUPE i0119 GRADE 6'5LN 10'-0'FH74 FBICATI/V. CO/SCTRVATILN EASIIEE LP7@A'A' Ric BE MATO AGA/NST OISHACL7fNT BRING COME AACBfNl. 1 N
3. CONCRETE GAS-FIAC rLI/Nl(E LB BOILER Cif SAri//N.OLE(SEALED CO-EVSIIW I 97 At"IIFO'UA6 PARTIAL EIPE2701N CLFCNTE STALL h97 N
AIR COED FIELD TENT OPES7 APPROVED BI 8f STPLCTLRAL EWIIfER.
A ALL C7A(BE7E 1D HAVE NINIHN CBPRESSIYE STREWN O A. E/YISYAMRATE TIRE FOAM INSLATON AT PLATE,FoyE7 SHAY RCINCL{LW STEEL VOALPENINOS WIN Ti 1'IN 10' �
3070 P.S.I.AT 213 DAYS. EXCEPT&APACE SLABS,EXPOSES O CRIER SILO CAVITIES ANO MIMUWiIIR RIAi4 ORNMWtCOF
GARAGE SLABS.EXPOSED PATIOS AN!STEPS 10 BE J/I AY LM._5T E t CELISA
C. INSULATE A7E TO R8 ALL PIPES( O Yp CERT AND al Di mot we F071 CONCRETE
ElF SIRFALES TO RfINCRCIW STEEL r�
3000 P.S.1 Wr S.TX AIR FNIXAIMENI- B. /BEATING AND(1711W 1 IN NUN-CBOIIi/[D SPACES. ILPESS SNEV4 CF M/P055 TNAE1 2E: 3'1 1/2'TO BOTTOM if ETTIAG
B MAXIMA SLIP-d'AT EBR. E FO rF04N SILL SEALER ON Off LF COVV F FOADATLN WALLS. 2't 1/4'TO EARTH FADE/F YAK
C. HACEIfNT AND Lilt PER A .L CODE STANDAR7C 1't I/4'TO INSIDE FACE 1 WALL
F VERIFY IN ALATSEN CIE INTERIC WALLSAFLORS FLP SI/BC COVIR11
0- ALL REINFTEIFH NI BARS ID DE WAIL W N/N1101. 34'i FRY ILP AMO MINH 9MEADES O SLABS W GRAB
MECHANICAL- E7 LAP AU BAR,NINA!!O JD DIAMETERS IN LL6CIEETE At 48
A. FRAMING AND LUMBER. A. BIDDER 5ESILN. --� _- DIAMETERS IN MASONRY EXCEPT AS SOER'ISE M7TED. ZI
NEE:A(7 BID FO?S.SEE FRAMING N//FE/AL 1 FIE-LH-RIR OMIT SHALL BE PLACES NEAR CENTER IF SLABS.
A BEAMS&HEALERS -D.F.L.AI W AS SPECIFIED B. fXHMIST All VENTS ANO FAN;TO EXTERIOR WELCH APIA(GEIS
6. 61 OR/LL IN A1CNA7 PALL USE'SEI-MOH STREWN EROXY'BY SIM SON DE APlV.VEX EOAL.
B. JOISTS/LEDGERS OF 1.A71R ASSPECIFIED ELECTRICAL: \ '1 ANCHOR 8113 ALL[MEP N AST"A-177CWALE A.NOW
C. STUDS -VW GRACE 0.F L. A. B1C1'EP DESIGN. \. B/TS SHA!HAVE 4 MIN-7'B?ELCFG AND SHALL BE GALVANIZED AWN EXPOSED 70 MEATIER.
0. STRIP SWATHING -0.F 1./3 OP&ITER B. HARARE ALL SAFE BEIE/TBES 70717P. -
E. BLOCKING HATES -D.F L.PA GP BETTER Z R:OVtDDFOPSIMIIAK-OS SEEP/TI//I 4/ND/TIER BAOW. DESIGN LOADS ----__________—
F H rtDDD: C. ALL RECESSED LIGHTS IN MUTED SPACE TO if I.C.
RILE SNAINIW =1/PAP.A.P.A.RATES SWIG.EXP.I L 1 PEEP- AJ 25 PSF MIN.ROOF SNOWLDAD x;eM..o.`m"SL``Lew;,.,
LBS WA IEE-PfSIAIVE G-18-IN A11 WATER SPLASH AREAS TO Bl 12 PSE TOP 0HI7PD ROOF CliERIIG
/ALL 9fATN/W -1/2'A.P.A.PAUE0Stn.EXP.I B OSF B7TTUM CHORD IMPORTANT INR'ORMATION
NINIMN 70'ABOVE Wag YAM PLEASE READ:
FLOE SEAMS -3/4'MIN.T./6.HYNIlD BE AS SPECIFIES Cl 40 PSF FLOOR LIVE LOAD RESIDENTIAL
6 tom IN CONTACT MIN COCRFTE(R EARTH TO DE P.LLP22. B REINFORCING STEEL 10 PIE ELDER DEAD LOAD.PESIIENTICAL
NAILING PER TARE 602.X 11 5 PSI TRUSS UPLIFT LOAD
11 REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 LATERAL LOADS
HNAI(I
I. PROVIDE 17 IO arm*OFR ALL BEAM BEAPIW POINTS. REINFORCEMENT THAT IS TO BE WELDED SHALL BE ASTM A-705 GRADE 50 4E E/LIIfERT/W LALCS aro . ,_. ,
1. STADLER NAIL ALL MI TINE JETS IN d BETON AI 15'OC 21 ALL WELDED REINFORCEING STEEL METAL INSERTS AND CONNECTIONS D:A'BEV LAGIT$ ""'
OSE 5/8'N.B.AW MA9fPS 414 LP ARE MIIIDYE 11195. SHALL CONFORM ID AWS SPECIFICATIONS-
K. PROVIDE FIRE BOUM PER COL'-. 31 REINFORCING!MINIMUM UNLESS OTHERWISE SHOWN ON PLANS
L. DDO-IANINATEO BEANS ID BE 24F V-4 LP AS SPECIFIED.
DRAWN BYO:PR e ...
DATE
REVISED BY:
DATE:
IREV_ LEVEL,
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