Plans (15) BU P2018-00110
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FIR TERRACE APARTMENTS WC 4
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PROJECT DESCRIPTION: PROJECT TEAM: GENERAL NOTES. RECEIVED
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ADDRESS: DIVISION I: GENERAL REQUIREMENTS 1. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND DIVISION 6: WOOD AND PLASTIC DIVISION 9: FINISHES c _ a,
9900 SW NORTH DAKOTA ST. THESE NOTES ARE GENERAL IN NATURE AND INTENDED TO CONDITIONS AFFECTING THEIR WORK. CARPENTRY GYPSUM BOARD CITY OF TIGARD ,13 's'1 Pw
TIGARD, OR 97223 STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION. THE 2. THE FRAMER SHALL TEMPORARILY BRACE STRUCTURE 1. PROVIDE BLOCKING I BRIDGING AS REQUIRED BY JOIST 1. USE W GYPSUM BOARD, TYPICAL-1/2"TYPE 'X' ALONG ',NG DIVISION a < T4
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DRAWINGS AND STRUCTURAL NOTES SHALL GOVERN OVER FOR WIND AND EARTHQUAKE FORCES UNTIL THE ROOF AND MANUFACTURER AT POSTS AND BEARING LINES. PROVIDE GRID LINE 'A'AND AT SOFFIT. o ( J o 8
THESE NOTES IN ALL MATTERS SPECIFICALLY INDICATED. WALLS HAVE BEEN PERMANENTLY ATTACHED. BLOCKING FOR ATTACHMENT OF ACCESSORIES SUCH AS 2. USE WATER RESISTANT GYPSUM BOARD IN AREAS rn w .ct i m
PROJECT DESCRIPTION: VERIFY ALL DIMENSIONS AND OTHER CONDITIONS. THE 3. VERIFY LAYOUT AND DESIGN OF CABINETS WITH OWNER. HANDRAILS, GRAB BARS AND ACCESSORIES. EXPOSED TO MOISTURE. i E �00-
STRUCTURAL & DESIG : SUBCONTRACTORS ARE RESPONSIBLE FOR SAFE CONDITIONS VERIFY ALL CABINET SIZES IN FIELD. PROVIDE SHOP 2. BLOCK SOLID, SAME DEPTH AS MEMBER, BETWEEN ALL 3. PROVIDE FRP AT TOILET ELEVATIONS PER CODE. c� a �N c
FR TERRACE APTS FSE REPAIR WEST COAST FORENSICS AT THE JOB SITE AND FOR TEMPORARY SUPPORT OF THE DRAWINGS FOR ALL CABINET WORK TO OWNER PRIOR TO 2X RAFTERS AT BEARING LINES. 4. USE "DUROCK"AT AREAS TO RECEIVE TILE OR STONE 'rn"' E`
BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AND FABRICATION. DO NOT PROCEED WITH FABRICATION OF 3. CUTTING AND NOTCHING OF JOISTS IS NOT ALLOWED. VENEER. w mcna a..
ENGINEERING & DESIGN INTERNAL LOAD SYSTEMS. ALL WORK SHALL BE DONE IN CABINET WORK WITHOUT PRIOR OWNER APPROVAL OF SHOP HOLES MAY BE DRILLED IN CENTER OF 1/3 OF MEMBER DEPTH 5. USE QUIETROCK WITH ACOUSTIC SEALANT AT
3835 SW KELLY AVENUE ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES. DRAWINGS.. AS RECOMMENDED BY JOIST MANUFACTURER. ALL OTHEP DESIGNATED AREAS.
PORTLAND, OREGON 97239 FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS FOR 4, PROVIDE SHELVES AND POLES IN CLOSETS WHERE HOLES TO BE REVIEWED I APPROVED BY ARCHITECT I 6. FASTEN GYPSUM BOARD WITH SCREWS...00 NOT USE
ALL PROPRIETARY COMPONENTS. INDICATED ON PLANS. VERIFY SPECIALTY STORAGE/ STRUCTURAL ENGINEER. NAILS.
503.2323744 VOICE THE GENERAL CONTRACTOR, HIS MECHANICS, THE SHELVING PACKAGES WITH OWNER IN ALL OTHER CLOSETS. 4. STUDS MAY BE NOTCHED IN THE LOWER 1/3 OF STUD 7. SEAL ALL GYPSUM BOARD PRIOR TO SPRAY TEXTURING
503232.5372 FAX SUBCONTRACTORS, THEIR MECHANICS,AND ANY OTHER FIRM 5. UPON COMPLETION OF THE WORK, THE CONTRACTOR HEIGHT FOR WIRING AND PLUMBING. NOTCH MAY NOT EXCEED AND 1 OR TROWELLED SURFACING.
PROJECT INFO:
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REV DATE DESCRIPTION FIR TERRACE �� N��~�~*�. � �esty�oas| .
4/�/2D8 PERMITTING SET � �������������'��� APTS��' Engineering and Design' LLC
3835 SW KELLY AVENUE TIN) 9900 ��� NORTH DAKOTA ST, | 0
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STRUCTURAL GENERAL NOTES
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KEY NOTES: _1 o
BUILDING CODE: 1. SISTER NEW 2X8 DF#2
3'-9" 2'-3" 1'-9"t T-11" 3'-5" 6'-9" t w ci=c`�'.i
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2017 OREGON STRUCTURAL SPECIALTY CODE !s
, �, , TO EXISTING.SEE DETAIL :2-c2) ti
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GENERAL CONSTRUCTION: 2. REPLACE DAMAGED o �J �'g
HALLWAY TOP PLATE WHERE "' `"'°'
SSC ON
1. CONTRACTOR IS TO VERIFY AND CONFIRM ALL DIMENSIONS. i 1'-11' Q CLOSET APPLICABLE g �_ �c
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NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE KITCHEN C/ `-�' c`�i av
DRAWINGS AND EXISTING CONDITIONS PRIOR TO START OF WORK. "' 3. REPLACE DAMAGE w �O°.,cia a
BATHROOM
2. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE DW O O \ I WALL FRAMING WITH
STRUCTURE DURING CONSTRUCTION. THE STRUCTURE,AS 0 0 1 I l LIKE AND END
SHOWN ON THE DRAWINGS, HAS ONLY BEEN DESIGNED FOR \ >- MASTER �.
STABILITY UNDER THE COMPLETED CONDITION. I J CLOSET "
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CARPENTRY:
1. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER - �
AND LENGTH. NO BOX NAILS ALLOWED.
2. ALL NAILING TO BE IN ACCORDANCE WITH IBC TABLE 1,, 21-3" ,i,
2304.9.1 UNLESS NOTED OTHERWISE. MASTER 1
3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE BEDROOM
BRAND OR EQUIVALENT SPECIFICALLY APPROVED BY S5.0
ENGINEER PRIOR TO ORDERING. GENERAL CONTRACTOR
SHALL PROVIDE ALL SPECIFICATIONS OR EQUIVALENT LIVING ROOM �?
PRODUCT TO THE ENGINEER FOR APPROVAL. INSTALL `�'
FRAMING HARDWARE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFIED MAXIMUM NAILS OR BOLTS 5
UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS. S5.0
4. LUMBER GRADES: '
3 �,
A. ALL 2x MEMBERS TO BE DOUGLAS FIR #2 UNLESS NOTEDAPIk
OTHERWISE.
B. ALL 4x AND LARGER MEMBERS TO BE DOUGLAS FIR #1 + 1 N.B.
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UNLESS NOTED OTHERWISE. IZ
C. BLOCKING TO BE STANDARD OR BETTER, OR STUD GRADE. 0e 15'-8" d e 10'-2"
D. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR 25-10" /
MASONRY TO BE PRESSURE TREATED /
5. CUTTING OR NOTCHING OF BEAMS, JOISTS AND COLUMNS IS 5TYP.
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NOT PERMITTED UNLESS APPROVED BY ENGINEER OF
RECORD. 11
WALL SHEATHING: 1/2" APA INDEX 24/0 4 3
S5.0 S5.0 Ce
6. DRILL BOLT HOLES 1/16" OVERSIZE EXCEPT WHERE NOTED
LARGER. Q
7. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD O
SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH IBC
2304.9.5.
FLOOR FRAMING PLAN U...
S1.0 114'=1'-0'
SPECIAL INSPECTION:
SPECIAL INSPECTION IS NOT REQUIRED FOR THIS PROJECT.
show as fire corrin for(sepoerate room)
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SECTION #1 .2.4.1 .5.2X X
2-PIECE ADJUSTABLE M
STC :53 r '> VENEER TIE AND#9 WIRE
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�-- ��/�/; @16"OIC EACH WAY J Lo
' !`X �1 PROVIDE#9 H022 OIC > cmud
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_ /�/ 112// WALL PER PLAN Lo 2 J s,N g
/ MASONRY VENEER a c'Y o`N
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/�/ g ami WRB, LAP OVER AND TAPE TO FLASHING �. a�ov���i'
1. DOUBLE ROW OF 2X4 STUDS 16"O.C. ON SEPARATE PLATES SPACED 1'APART. 1 :Yr //// w Mcoa E-
2.5/8'TYPE"X"GYPSUM BOARD SCREWED 12"O.C. 2 / / AIR GAP
3. 1 1/2"THICK SOUND ATTENUATION BLANKET. 3 I' - _ �1 /jj
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1 HOUR 50 TO 54 STC .--7 I / /,
FC 5120 FIRE SOUND n 7,, , `r
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WOOD JOIST,GYPSUM WALLBOARD, RESILIENT CHANNELS, ���
GLASS FIBER INSULATION r . A_ ��` } � ••. . FLUID APPLIED MEMBRANE
r10 / '/ / i/ pc-Du< $' • SHEET METAL FLASHING
ONE LAYERY2"TYPE'X'GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO APPROX.CEILING J /", / �- ` � •X / MORTOR NET
' // /' EXTEND SELF ADHESIVE � ' ,,
RESILIENT FURRING CHANNELS 24"O.C.WITH 1"TYPE"S" DRYWALL SCREWS 8"O.C.AT ENDS AND 12" WEIGHT: 2 psf > �y
I' / /•,,,,, ' ' MEMBRANE FLASHING A ���0 ( , / WEEPS @ 24"OC
FIRE TEST: FM FC-181, 8-31-72 ,,.. �i /
O.C.AT INTERMEDIATE FURRING CHANNELS.GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN SOUND TEST: G&H OC MT, 10-13-71 \ �.. I ` ?,//////7
/ / UNDER ANGLE,TYPICAL -CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 64'LONG WITH SCREWS IIC&TEST: 73 C&P _ ' j/ / GROUT AIRSPACE SOLID TO TWO
8"O.C. RESILIENT FURRING CHANNELS APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOIST.WOOD JOISTS G&H OC-3MT, 10-13-71 �/'/1�; - COURSES ABOVE ADJACENT GRADE
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3V GLASS FIBER INSULATION BATTS,0.7 PCF.FRICTION FIT IN JOIST CAVITIES SUPPORTED \ .f 1�, / SELF ADHESIVE - j -
4
ALTERNATELY EVERY 12"BY WIRE RODS AND RESILIENT FURRING CHANNELS. / ; J, /•, MEMBRANE PAN FLASHING _ I I v / / / / FLUID APPLIED MEMBRANE
SOUND TESTED WITH CARPET AND PAD AND WITH INSULATION STAPLED TO JOISTS.0
�`��. //'//, -LAP OVER WEATHER - ////
' / i' � ! RESISTANT BARRIER - I v /// - /
'I WEATHER RESISTANT �/,
/t '22'/,/ BARRIER _ = J
fi 11, - ',, , /, 2-PIECE ADJUSTABLE - ar-) Q
r,r ,;;�;:• _ / ' /, , , VENEER TIE AND#9 WIRE EXISTING CONCRETE FOUNDATION
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=` EXISTING UNDAMAGED ;" \ • ,////////
//// @16"OIC EACH WAY - i I 4
SHEATHING TO REMAIN `` I — i o�--\
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VENEER DETAIL C4D VENEER DETAIL 0
3 3'=1'-0" 3'= 1'-0"
/SS AS AS .5., , S I
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SCRAP/REMOVE AND SEAL NEW 2X8 PER PLAN. l
DAMAGE FLOOR JOIST PROVIDE 10D 6"0/C Q H
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