Plans (22) GENERAL NOTES: ' i/ VUELLETTE
{ OFFICE COPY
RECEIVED
ENGINEERING INC.
1. GENERAL 6. CONCRETE: GtrECPH. (503) 537-7076
1. FIELD VERIFY ALL EXISTING CONDITIONS. THE ENGINEER SHALL BE NOTIFIED WHEREVER FOR FOOTING AND STEM WALLS, AVERAGE CONRETE 28 DAY COMPRESSIVE STRENGTH MAR 2 3 2016 33720 NE KRAMIEN RD.
SIGNIFICANT DIFFERENCES ARE FOUND BETWEEN THE DOCUMENTS AND THE ACTUAL FIELD f c = 2500 PSI. FOR SLAB ON GRADE, AVERAGE CONCRETE 28 DAY COMPRESSIVE r TIGARD NEWBERG, OR 97132
CONDITIONS. STRENGTH f'c = 3000 PSI. USE TYPE I CEMENT ASTM C-150. MAXIMUM SLUMP = 4 C%T �1-
+-1" FOR FOOTINGS, 5+-1" FOR WALLS AND SLABS. AIR ENTRAIN 5 TO 7% BY VOLUI ILD%N DIVISION
2. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORTS FOR ALL WALLS CONCRETE SHALL BE POURED ON UNDISTURBED COMPACTED EARTH OR COMPACTED REVISION:
AND FLOORS PRIOR TO THE COMPLETION OF THE LATERAL AND VERTICAL LOAD SYSTEMS. STRUCTURAL FILL. DO NOT PLACE CONCRETE ON LOOSE, MUDDY, OR FROZEN GROUND.
3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE.
7. REINFORCEMENT:
4. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY
FOR THE PROJECT SPECIFIED HEREIN. OUELLETTE ENGINEERING INC. DISCLAIMS ALL ALL REINFORCING STEEL TO BE ASTM 615, GRADE 60, EXCEPT FOR TIES AND STIRRUPS,
LIABILITY IF THESE PLANS AND SPECIFICATIONS OR DESIGN, ADVICE AND INSTRUCTION WHICH MAY BE GRADE 40. UNLESS OTHERWISE SHOWN, LAP ALL REINFORCING BARS 48 w
ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN DIAMETERS OR A MINIMUM OF 24 INCHES. STAGGER AT LEAST 4'-0" AT ALTERNATE
THE PROJECT AND LOCATION SPECIFIED HEREIN. BARS. 5E-4
Q5. ALL ITEMS CALLED OUT ARE NEW UNLESS NOTED EXISTING (E). 0 L-;
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALLp TIGARD
6. ALL DIMENSIONS ARE TO FACE OF G.W.B. UNLESS OTHERWISE NOTED. REINFORCEMENT: CI Q
CONCRETE CAST AGAINST EARTH: 3" REVIEWE FOR CODE COMPLIANCE � EX o
7. WHEN DOORS AND WINDOWS ARE SHOWN NEXT TO A WALL AND NOT DIMENSIONED, CONCRETE EXPOSED TO EARTH OR WEATHER, #5 AND SMALLER: 1 1/2 Z
ALLOW 5" CLEAR FOR TRIM. Approved: iv I
8. WOOD: OTC: I I 0
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8. WHERE DEMOLITION HAS OCCURED, PATCH BACK TO MATCH EXISTING MATERIAL,
FINISH �
AND TEXTURE OF ADJACENT SURFACE. .
• ALL FRAMING LUMBER SHALL BE AS FOLLOWS, EXCEPT AS SPECIFIErCt�1hi :DRAWWGS: Infra*J4--00117 E--i W
9. PROVIDE 2X6 STUD WALL AT 16"O.C. AT POCKET DOORS AND PLUMBING WALLS. ALL STUDS, BLOCKING, BRIDGING: DF-L OR HF STUD GRADE Address: 9{,7 7 S W V e 'ii'VY<C1' Q NO
OTHER INTERIOR WALLS TO BE 2x4 AT 16"O.C. JOISTS AND RAFTERS: DF-L #2w V
BEAMS AND STRINGERS: DF-L #1 Suite#: / f�
10. CONTRACTOR TO COORDINATE W/ OWNER FOR ALL OWNER FURNISHED FIXTURES AND POSTS AND TIMBERS: DF-L #1 By: Date: 312.) u w
APPLIANCES REGARDING PRODUCT SPECIFICATIONS, PURCHASING LEAD-TIMES, AND SILLS, LEDGERS, PLATES
INSULATION REQUIREMENTS. IN CONTACT WITH CONC.: P.T. HEM FIR #2
11. ALL CEILINGS TO BE PAINTED GWB UNLESS NOTED OTHERWISE.
ALL WOOD USED FOR CONSTRUCTION SHALL BE GRADE STAMPED S-DRY (SURFACE DRY),
12. LIGHTING AND ELECTRICAL NOTES ARE FOR REFERENCE ONLY. CONTRACTOR TO WITH THE EXCEPTION OF PRESSURE TREATED LUMBER.
COORDINATE FINAL SELECTIONS AND LOCATIONS W/ OWNER. TREAT FIELD CUTS AND BORING OF PRESSURE TREATED LUMBER WITH COMPATIBLE
13. SMOKE DETECTORS TO BE HARD WIRED AND LOCATED PER APPLICABLE CODE. SOLVENT BASED PRODUCT PER AWPA REQUIREMENTS.
14. ALL ELECTRICAL AND MECHANICAL WORK TO BE DESIGN/BUILD. ROOF, FLOOR AND WALL SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1,
CONFORMING TO APA PERFORMANCE STANDARDS. INSTALL ROOF AND FLOOR SHEATHING
15. CONTRACTOR TO VERIFY SWITCH AND ELECTRICAL OUTLET LOCATIONS WITH OWNER. WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. STAGGER END JOINTS. PROVIDE
1 PLY CUP PER SPAN AT UNSUPPORTED EDGE OF PLYWOOD ROOF SHEATHING WHERE (/)
16. ALL FLORESCENT CLOSET FIXTURES, IF ANY, TO BE INSTALLED WITH AUTOMATIC DOOR SUPPORT SPACING EXCEEDS 16" O.C. U.N.O. AS BLOCKED EDGES. BLOCK ALL WALL IW
SWITCHES. SHEATHING WITH 2X4 BLOCKING AT ALL EDGES. I-
MINIMUM PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: O
" INDEX 32/16
2. CODES & STANDARDS:
ROOF
SSHEATHING: /2" INDEX 32/16 z
,
ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST OREGON RESIDENTIAL SPECIALTY J
CODE
ANY LATEST
JURISDICTION. AONCI 3STRUCTURALBLDG. ASPECIALTYEO REQUIREMENTS, FOR OTHER
STRUCTURAL CK REFER TO THE NAILING SCHEDULE I.R.C. TABLE R602.3 FOR NAILING REQUIREMENTS. OFFICE COPY ' <
CONCRETE. NDS NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. I COPY L W
9. WOOD CONNECTORS: z
3. LOADS: w
ALL FRAMING CONNECTORS SHALL BE 'SIMPSON' OR APPROVED EQUAL. FILL ALL NAIL C�
ROOF: 20 PSF SNOW LOAD SEISMIC ZONE: DESIGN CATEGORY D HOLES WITH NAILS AS SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED
FLOOR: 40 PSF LIVE LOAD WIND: 95 MPH (3-SECOND GUST) OTHERWISE. THRU-BOLTS AND LAG BOLTS SHALL BE ASTM A307, UNLESS SPECIFIED
SOIL PROFILE: TYPE D OTHERWISE. PREDRILL HOLES FOR LAG BOLTS OVER Ni" DIAMETER.
4. SITEWORK: 10. SPECIAL INSPECTIONS: S,cRUCTUR�gl
REMOVE ALL ORGANIC MATERIAL, TOPSOIL, AND ANY FILL FROM UNDER THE BUILDING ����D PROF`
1.SPECIAL EPDXY ANCHORS,AUNLESSQUNOTDED OTHERWISEEIN FOLLOWING
PLANS.R IBC SECTION 1704: I �{,�O/ PROJECT N0. 16-17A
AND SLAB AREAS. UNLESS NOTED OTHERWISE, ALL FILL UNDER BUILDINGS TO BE
r "STRUCTURAL FILL". STRUCTURAL FILL CONSISTS OF COMPACTED GRANULAR MATERIAL 2. CONCRETE CONSTRUCTION. NOTE HOWEVER THAT SPECIAL INSPECTION IS NOT •� 1, 8 DRAWN BY: J.O.
OR APPROVED CONDITIONED SITE MATERIAL. PLACE IN LIFTS NOT TO EXCEED 8" AND REQUIRED FOR CONCRETE FOOTINGS DESIGNED USING A SPECIFIED COMPRESSIVE // / i
COMPACT TO 95% STANDARD PROCTOR ASTM D 698 UNDER FOOTINGS AND SLABS. STRENGTH OF f'c NO GREATER THAN 2500 PSI. SPECIAL INSPECTION IS NOT REQUIRED • OREGO //P, CHECKED BY:
FOR SLABS ON GRADE.
5. FOUNDATIONS: / ,, on 23 2.00\A</ DATE: 3/14/16
MIIIMIMMINEMMr
ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN = 1500 PSF. ALL FOOTING TO 4 O( LE SHEET:
BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL UNLESS NOTED OTHERWISE:
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EXPIRES: 12-3H 6
/OUELLETTE
r, ENGINEERING INC.
PH. (503) 537-7076
I J I_ 33720 NE KRAMIEN RD.
NEWBERG, OR 97132
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DATE: 3/14/16
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EXPIRES: r2-3 r—f(, S-2
AhELLETTE
ENGINEERING INC.
PH. (503) 537-7076
1 I I L 33720 NE KRAMIEN RD.
NEWBERG, OR 97132
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• �' DATE: 3/14/16
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EXPIRES: (l - 4t-rc S-3
BEAM PER PLAN
OUELLLTTE
ENGINEERING INC.
111PH. (503) 537-7076
I L 33720 NE KRAMIEN RD.
111,1111
NEWBERG, OR 97132
REVISION:
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UNREINFORCED FOOTING (2) SIMPSON 130
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,t '` MENT. OTHERWISE, EXIST. FLOOR JOISTS
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Alk FOUNDATION AND FLOOR FRAMINGLAN TYPICAL411V /
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POST FOOTING � 4.REGON CHECKED B 1/4" = 1'-O�� LEGEND: l ,� DATE
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EXPIRES: (L-31--ft,