STRUCTURAL NOTES DIVISION 3 - CONCRETE AND … · 2018. 8. 9. · structural notes cully green apartments - vlmk job #20170307 division 1 - general a. general 1. these notes set minimum

STRUCTURAL NOTES

CULLY GREEN APARTMENTS - VLMK JOB #20170307

DIVISION 1 - GENERAL A. GENERAL

1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING + DESIGN (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED.

3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT.

4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL APPLY.

5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK.

6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF OREGON (2014 OREGON STRUCTURAL SPECIALTY CODE) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY.

7. DESIGN CRITERIA:a. FLOOR LIVE LOADS (PER IBC 1603.1.1)

RESIDENTIAL 40 PSF b. ROOF SNOW LOAD (PER IBC 1603.1.3)

FLAT-ROOF SNOW LOAD (Pf) 25 PSFSNOW EXPOSURE FACTOR (Ce) 1.0SNOW LOAD IMPORTANCE FACTOR (Is) 1.0THERMAL FACTOR (Ct) 1.0

c. WIND LOAD (PER IBC 1603.1.4)ULTIMATE DESIGN WIND SPEED (Vult) 120 MPHNOMINAL DESIGN WIND SPEED (Vasd) 93 MPHRISK CATEGORY IIWIND EXPOSURE BINTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18

d. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5)SEISMIC IMPORTANCE FACTOR (Ie) 1.0RISK CATEGORY IIMAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 0.972 S1 = 0.408SITE CLASS DDESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 0.720 Sd1 = 0.433SEISMIC DESIGN CATEGORY DBASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED MASONRYDESIGN BASE SHEAR (V) BLDG

11.5 KIPS 3L-2-3S 10.7 KIPS 2-3L8.8 KIPS 2N-2N9.8 KIPS 2-CH1.9 KIPS BIKE BARN

SEISMIC RESPONSE COEFFICIENTS (Cs) 0.14RESPONSE MODIFICATION FACTOR (R) 6.5ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE

8. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE CULLY GREEN APARTMENTS PROJECT LOCATED IN PORTLAND, OREGON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.

9. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF THREE HARD COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING:a. PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS (E.G. WOOD TRUSSES, OPEN-

WEB STEEL JOISTS AND GIRDERS, ETC.).

DIVISION 2 - SITE WORK

A. GENERAL1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER

PAVED AREAS.

2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. PLACE FILL IN LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95% STANDARD ASTM D-1557 UNDER FOOTINGS, UNDER PAVED AREAS AND UNDER FLOOR SLABS.

3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED ROCK WITH LESS THAN 5% PASSING THE #200 SIEVE.

4. DESIGN SOIL PRESSURE 1,500 PSF LL PLUS DL PER CODE MINIMUMS.

5. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM, UNDISTURBED SOIL OR APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS.

6. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS.

7. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL.

DIVISION 4 - MASONRY (NOT USED)

DIVISION 3 - CONCRETE AND REINFORCING

A. CONCRETE MIX/MATERIAL1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED

CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE.

2. MINIMUM MIX REQUIREMENTS:LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES

STRENGTH (a) CONTENTFOOTINGS AND STEMWALLS 2,500 PSI 0"-5" 470 LB NONEINTERIOR SLAB ON GRADE 2,500 PSI 2"-4" 517 LB (b)EXTERIOR SLAB ON GRADE 2,500 PSI 2"-4" 517 LB (b), (c)MISCELLANEOUS 2,500 PSI 0"-5" 470 LB (b)(a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT

EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) - WRA = WATER REDUCING AGENT.(c) - AE = AIR ENTRAINMENT.

3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED.

4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED.

5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 (MINIMUM 6 OZ. PER 100 POUNDS CEMENT). COMPLY WITH ASTM C-494.

6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER.

7. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS.

8. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 15'-0" ON CENTER EACH WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY (3/4 INCH) TOOLED JOINTS AT 5'-0" ON CENTER IN ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED.

9. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED.

B. REINFORCING1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.

2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315.

3. PROVIDE 2'-0" x 2'-0" CORNER BARS TO MATCH HORIZONTAL REINFORCING IN POURED-IN-PLACE WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS.

4. SPLICES IN WALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS (2'-0" MINIMUM) AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS.

5. ALL OPENINGS SMALLER THAN 30 INCHES x 30 INCHES THAT DISRUPT REINFORCING SHALL HAVE AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH SIDES OF OPENING.

6. PROVIDE (2) #4 CONTINUOUS BARS AT TOP AND AT DISCONTINUOUS ENDS OF ALL WALLS.

7. PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER AND COLUMN REINFORCING. (POURED-IN-PLACE COLUMNS AND WALLS).

8. LAP ALL BARS IN CONTINUOUS AND INTERSECTING FOOTINGS 2'-0" OR 40 BAR DIAMETERS, WHICHEVER IS GREATER.

9. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN OTHERWISE ON DRAWINGS.

10. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES.

DIVISION 5 - METAL (NOT USED)

DIVISION 6 - WOOD

A. ROUGH CARPENTRY1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS:

JOISTS, BEAMS & STRINGERS: DOUGLAS FIR #26 INCH NOMINAL AND GREATER: DOUGLAS FIR #1BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR #32x4 STUDS: DOUGLAS FIR #22x6 STUDS: DOUGLAS FIR #2SILLS, LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2WITH CONCRETE, AND WOOD CURBS:PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2POSTS, COLUMNS (SAWN): DOUGLAS FIR #1

2. ROOF, FLOOR AND WALL SHEATHING:APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE JOINTS (1/4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS.

3. GLULAM BEAMS:• Fb = 2400 PSI, E = 1,800,000 PSI PER ANSI A190.1 SPECIFICATION.• SIMPLE SPANS COMBINATION: 24F-V4• CANTILEVER SPANS COMBINATION: 24F-V8• SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE

REQUIREMENTS OF ANSI A190.1.

4. PARALLAM (PSL):• ALL PSL SHALL BE MANUFACTURED BY TRUSJOIST OR APPROVED ALTERNATE.• BEAMS: Fb = 2900 PSI, E = 2,000,000 PSI, Fv = 290 PSI• COLUMNS: Fb = 2400 PSI, E = 1,800,000 PSI, FcII = 2500 PSI

5. TIMBERSTRAND (LSL):• ALL LSL SHALL BE MANUFACTURED BY TRUSJOIST OR APPROVED ALTERNATE.• STUDS (2x4 AND 2x6): Fb = 1700 PSI, E = 1,300,000 PSI, Fcll = 1835 PSI, Fv = 425 PSI• STUDS (2x8): Fb = 2250 PSI, E = 1,500,000 PSI, Fcll = 2150 PSI, Fv = 505 PSI• COLUMNS/RIM/HEADERS < 9 1/2" DEEP:

Fb = 1700 PSI, E = 1,300,000 PSI, Fcll = 1835 PSI, Fv = 310 PSI• BEAMS/HEADERS 9 1/2" AND DEEPER:

Fb = 2325 PSI, E = 1,550,000 PSI, Fv = 310 PSI6. MICROLLAM (LVL):

• ALL LVL SHALL BE MANUFACTURED BY TRUSJOIST OR APPROVED ALTERNATE.• BEAMS/HEADERS: Fb = 2600 PSI, E = 2,000,000 PSI, Fv = 285 PSI

7. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS INCLUDING CABINETS, DOORSTOPS, ETC.

8. CONNECTORS:a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC.,

TO BE SIMPSON AS DETAILED, OR AS APPROVED. b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U' TYPE

HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE

NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.

e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY BEFORE ROOFING.

f. BOLTS - SEE DIVISION 5, METAL.g. CORROSION PROTECTION:

1. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD TREATMENTS USED.

2. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 (SIMPSON ZMAX) OR ASTM A123.

3. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER.

4. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316.

5. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. HOT-DIP GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS).

9. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER.

10. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER.

11. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD.

B. WOOD CHORD PLYWOOD WEB JOISTS (TJI'S)1. ALL TJI'S SHALL BE MANUFACTURED BY A JOIST MANUFACTURER WITH A WITH AN ICC APPROVAL.

2. ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGARS, ETC., THAT CONNECT TO THE JOISTS SHALL BE PER REDBUILT STANDARD DETAILS.

3. JOIST ERECTOR TO INSTALL JOISTS IN ACCORDANCE WITH THE TRUSS SUPPLIER DRAWINGS AND INSTALLATION GUIDELINES.

4. RESIDENTIAL (STOCK) JOISTS: PROVIDE SHOP DRAWINGS.

5. JOIST MANUFACTURER TO INSPECT ALL JOISTS AFTER THEY HAVE BEEN ERECTED AND FLOOR AND/OR ROOF SHEATHING, BRIDGING, BLOCKING, ETC., HAS BEEN INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO VLMK THAT THE INSPECTION WAS MADE AND THAT THE JOISTS ARE IN ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND INSTALLATION REQUIREMENTS.

C. LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES1. ALL LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN

ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.

2. ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGERS, ETC., THAT ARE REQUIRED TO MEET TRUSS DESIGN CRITERIA SHALL BE INCLUDED IN THE TRUSS SHOP DRAWINGS AND SHALL BE PROVIDED BY TRUSS MANUFACTURER.

3. TRUSS ERECTOR TO INSTALL TRUSSES IN ACCORDANCE WITH TRUSS SUPPLIER DRAWINGS AND INSTALLATION GUIDELINES.

4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED AND STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. ENGINEER TO REVIEW AND CERTIFY THAT TRUSS DESIGN COMPLIES WITH BUILDING DESIGN DRAWINGS AND SPECIFICATIONS.

5. TRUSS MANUFACTURER TO INSPECT ALL TRUSSES AFTER THEY HAVE BEEN ERECTED AND ROOF SHEATHING, BRIDGING, BLOCKING, ETC., HAS BEEN INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO VLMK THAT THE INSPECTION WAS MADE AND THAT TRUSSES ARE IN ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND INSTALLATION REQUIREMENTS.

CHECKED

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SCALE

# DATE DESCRIPTION

AS NOTED

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CULLY GREENAPARTMENTS

S0.0PERMIT SET

STRUCTURALNOTES AND

SPECIALINSPECTIONS

20170307

JJESMS

DECEMBER 05, 2017

4736, 4752 NE GOING STAND 4540 NE 47TH AVE

PORTLAND, OR 97218

05/25/18

19

GRADE

NOTE:SEE PLAN AND FOUNDATION SCHEDULE FOR FOOTING INFORMATION, TYPICAL

UNDER-SLAB INSULATION

SUBGRADE INSULATION SCHEDULE (SEE ARCHITECTURAL DRAWINGS FOR THICKNESS / R-VALUE REQ'D)

UNDER SLAB

LOCATION

EPS TYPE I / EPS15

INSULATION TYPE

3.6 PSI (518 PSF)

MIN. COMPRESSIVE STRENGTH AT 1% DEFORMATION

SLAB AND FOOTING PER PLAN

WOOD STUD SHEARWALL SCHEDULE NOTES

WOOD STUD SHEARWALL SCHEDULE - 8d NAILS

A364 PLF

(260 PLF)

TYPICALEXTERIOR

WALLSU.O.N.

15/32" APA RATED, EXPOSURE 1 SHEATHING, ONE SIDE, ALL EDGES BLOCKED, WITH 8d COMMON WIRE NAILS AT 6" O.C. ALL PANEL EDGES AND 12" O.C. IN-FIELD

UPPER WALL:

FOUNDATION:

2x SOLE PLATE WITH 16d NAILS AT 6" O.C. STAGGERED2x P.T. SILL PLATE WITH 5/8" DIA. ANCHOR BOLTS AT 48" O.C.

1. INSTALL SHEATHING HORIZONTAL OR VERTICAL. NO PIECE SMALLER THAN 2'-0" x 2'-0".

2. ALL INTERIOR WALLS WITHOUT A SCHEDULE SHEAR ASSEMBLY TO BE SHEATHED PER ARCHITECTURAL DRAWINGS.

3. APPLY GYPSUM BOARD OVER SHEATHING AS REQUIRED BY ARCHITECTURAL DRAWINGS.

4. AT POSTS EMBEDDED IN SHEAR WALLS, ATTACH SHEATHING PER THE EDGE NAILING REQUIREMENTS FOR THAT SHEAR WALL.

5. ALL SHEAR WALL NAILS TO BE COMMON WIRE (8d DIA = 0.113") OR GALVANIZED BOX NAILS (8d DIA = 0.113"). MINIMUM PENETRATION TO BE 1 3/8" FOR 10d NAILS. STAPLES ARE NOT AN ACCEPTABLE SUBSTITUTION.

6. ANCHOR BOLTS TO BE STANDARD CAST-IN-PLACE J-BOLTS WITH 7" MINIMUM EMBED AND 3" MINIMUM EDGE DISTANCE. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PER WALL SECTION.

7. PROVIDE PLATE WASHERS - MINIMUM OF 1/4" x 3" x 3" IN SIZE, AT ALL SILL PLATE ANCHOR BOLTS.

B686 PLF

(380 PLF)


UPPER WALL:

FOUNDATION:

3x SOLE PLATE WITH SIMPSON SDS 1/4" x 6" AT 12" O.C.2x P.T. SILL PLATE WITH 5/8" DIA. ANCHOR BOLTS AT 32" O.C.

WIND(SEISMIC)

NOTES

1

C896 PLF

(640 PLF)


UPPER WALL:

FOUNDATION:

3x SOLE PLATE WITH SIMPSON SDS 1/4" x 6" AT 6" O.C.2x P.T. SILL PLATE WITH 5/8" DIA. ANCHOR BOLTS AT 24" O.C.

HOLDOWN NOTES:

SIMPSON SPECIFIED FASTENERS

WOOD POST PER PLAN

SIMPSON HOLDOWN PER SCHEDULE

P.T. SILL PLATE PER SHEARWALL SCHEDULE

CONCRETE STEMWALL OR FOOTING PER PLAN

ANCHOR BOLT PER SCHEDULE

POST THICKNESS PER SCHEDULE

1. HOLDOWNS, SSTB BOLTS AND EPOXY BOLTS MANUFACTURED BY SIMPSON STRONG TIE, INC. INSTALL PER SIMPSON RECOMMENDATIONS.

2. USE SIMPSON 'SSTB' OR A36 ANCHORS AT STEMWALLS. USE SIMPSON 'SET-XP' A307 THREADED ROD EPOXY ANCHORS AT FOOTINGS OR THICKENED SLABS. EXPANSION ANCHORS SHALL NOT BE USED AT HOLDOWNS.

3. SHEARWALL SHEATHING TO BE ATTACHED TO VERTICAL MEMBER WITH EDGE NAILING REQUIREMENTS PER SHEARWALL SCHEDULE.

4. MULTIPLE STUDS TO BE ATTACHED TOGETHER WITH 16d NAILS AT 8" O.C. STAGGERED. ANY POST WITH THICKNESS 5 1/2" AND GREATER TO BE A SOLID MEMBER.

SIMPSON 'SSTB' BOLTHOLDOWNSIMPSON EPOXY BOLT (NOT AT STEMWALL)

MINIMUM POST THICKNESS

SIMPSON HOLDOWN SCHEDULE

3"SIMPSON 'HDU2-SDS2.5' 5/8" DIA x 6" EMBEDSIMPSON 'SSTB16'

1,2

3,4

3"SIMPSON 'HDU4-SDS2.5' 5/8" DIA x 8" EMBEDSIMPSON 'SSTB24'

3 1/2"SIMPSON 'HDU8-SDS2.5' 7/8" DIA x 13" EMBEDSIMPSON 'SSTB28'

3"SIMPSON 'SSTB24'SIMPSON 'HDU5-SDS2.5' 5/8" DIA x 9" EMBED

WEB STIFFENER EACH SIDE: TJI 210 JOISTS: 7/8" x 3" MIN

(3) 8d x 2" CLINCHED NAILS

TIGHT FIT AT BOTTOM

GAP 1/8" MIN AT TOP

1 1

/2"

TY

P

WALL FRAMING PER PLAN, TYPICAL

DOUBLE TOP PLATE

PLATE SPLICE

(8) 10d NAILS SPACED AT 4" O.C. STAGGERED, ALL NAILS INTO COMMON MEMBER, TYPICAL

1

POST PER PLAN, TYPICAL

SIMPSON 'LS50' EACH SIDE OF POST

SIMPSON 'PCZ' POST CAP

2x6 T&G DECKING

2x6 DF#2 AT 2'-0" O.C. WITH SIMPSON 'LRUZ' RAFTER HANGER, TYPICAL

RIDGE BEAM PER PLAN

4x4 HF#2 POSTSIMPSON 'H3' AT EACH RAFTER

L3x3x1/4 x 0'-3" WITH 5/8" DIA x 3" EMBED LAG SCREW

VARIES PER PLAN

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S0.1PERMIT SET

TYPICAL DETAILSAND SCHEDULES

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S0.1 1" = 1'-0"1

FDN_SUBGRADE INSULATION SCHEDULE

SUBGRADE INSULATION SCHEDULEN.T.S.S0.1

5SW_HOLDOWN SCHEDULE/DETAIL

SHEARWALL HOLDOWN SCHEDULE

FOOTING SCHEDULE

COLUMN/WALL FOOTING REINFORCING NOTES

1 TYPICAL EXTERIOR 1'-4" WIDE x 8" DEEP x CON'T (3) #4 BOTTOM SEE FOUNDATION DETAILS

2 INTERIOR WALL 1'-4" WIDE x 8" DEEP x CON'T THICKENED SLAB (3) #4 BOTTOM SEE FOUNDATION DETAILS

3 COLUMN 1'-6" x 1'-6" x 8" DEEP (2) #4 BARS EACH WAY AT BOTTOM SEE FOUNDATION DETAILS



6 BIKE BARN 8" THICKENED SLAB EDGE (2) #4 BOTTOM SEE FOUNDATION DETAILS

7 BIKE BARN COVERING 1'-0" x 1'-0" x 8" DEEP (2) #4 BARS EACH WAY AT BOTTOM SEE FOUNDATION DETAILS

S0.1 1 1/2" = 1'-0"2

FLR_WEB STIFFENER

JOIST WEB STIFFENING DETAIL

S0.1 1" = 1'-0"4

DOUBLE TOP PLATE SPLICE

DOUBLE TOP PLATE SPLICE DETAIL

S0.1 3/4" = 1'-0"6

CANOPY_ELEVATION

TYPICAL CANOPY

1 5/25/18 REVISION 1

DETAIL OMITTED

1

05/25/18

19

4" CONCRETE SLAB ON GRADE WITH #3 BARS AT 48" O.C. EACH WAY OVER 6" COMPACTED CRUSHED ROCK



5' -

0"

33

' -

1"

4' - 7" 7' - 5"

1A2A3A4A

AA

BA

CA

67' - 0"

34

' -

0"

26

' -

0"

8' -

0"

1S1.5

_____

TYP1

S1.5_____

TYP

1S1.5

_____

TYP

B

A

A A

A

B

24' - 0 1/2"15' - 11 1/2"27' - 0"

A

A

4S1.5

_____

TYP

4S1.5

_____

TYP

3S1.5

_____

TYP

3S1.5

_____

TYP

6' -

0"

A5' -

0" A

2' - 7"4' - 0"

CC

5' - 0"

B

HDU8

HDU8

HDU8H

DU8

HDU4

HDU4

HDU4

HDU4

HDU2 HD

U2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

2S1.5

_____

TYP2

S1.5_____

TYP

6x6

HF#

2 (P

.T.)

6x6 HF#2 (P

.T.)

2

2

1

1

1

11

1

1

1

1

3

3

33

33

4

3

4

4x4 DF#2

4x4 DF#2TYP

5S1.5

_____

4x4 DF#2TYP

TYP

(2) 2

x6 D

F#2

(2) 2

x6 D

F#2

(2) 2

x6 D

F#2

(2) 2

x6 D

F#2

(2) 2

x6 D

F#2

(2) 2

x6 D

F#2

(2) 2x6 DF#2

(2) 2x6 DF#2

(4) 2x4 DF#2(4

) 2x4

DF#

2

5

5

6' -

0"

4x6

DF#

2

4x6

DF#

2

(3) 2x4 DF#2

(3) 2

x4 D

F#2

(2) 2

x6 D

F#2

2

2

1S1.5

_____

TYP

2 2 (3) 2x6 DF#2

(3) 2

x6 D

F#2

(3) 2

x6 D

F#2

(3) 2

x6 D

F#2

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

4

HDU2

1

HDU2

1

HDU2

1

HDU2

1

1

1

111

3' - 2" 4' - 2"

33

' -

1"

CONCRETE FOOTING PER SCHEDULE ON SHEET S0.1

FOUNDATION LEGEND:

WOOD POST PER FLOOR FRAMING NOTES, TYPICAL U.O.N. ON PLAN

X

SHEAR WALL TYPE PER SCHEDULE ON SHEET S0.1. ALL EXTERIOR WALLS TO BE TYPE 'A' SHEAR WALLS UNLESS OTHERWISE NOTED

HDUX

SIMPSON HOLDOWN PER PLAN, SEE DETAIL5

S0.1

X

2x4 DOUG FIR #2 STUDS AT 16" O.C.

2x6 DOUG FIR #2 STUDS AT 16" O.C., TYPICAL U.O.N. ON PLAN

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING TO BE A MINIMUM OF 18" BELOW FINISH GRADE.

3. AT THE OWNER'S DIRECTION, FOUNDATION DESIGN PARAMETERS ASSUMED AS FOLLOWS IN ACCORDANCE WITH IBC GUIDELINES:

ALLOWABLE BEARING PRESSURE = 1,500 PSF

CONTRACTOR IS RESPONSIBLE FOR SITE PREPARATION, INCLUDING VERIFICATION OF SUITABLE SOIL CONDITIONS AND COMPACTION.

4. WHERE UNDER SLAB VAPOR BARRIER IS USED, PLACE IN ACCORDANCE WITH MANUFACTURER, OR ARCHITECT RECOMMENDATIONS.

USE CURING BLANKETS FOR SLABS PLACED OVER VAPOR BARRIERS. DO NOT WET CURE.

5. ALL EXTERIOR WALLS TO BE SHEATHED PER SHEAR WALL TYPE 'A'. SEE SCHEDULE FOR REQUIREMENTS.

6. INTERIOR BEARING WALLS WITHOUT A SCHEDULED SHEAR ASSEMBLY TO BE PER DRAWINGS. MINIMUM BASE PLATE ANCHORAGE TO BE 1/2" DIA x 3" EMBED ANCHOR BOLTS AT 48" O.C. AT FOUNDATION. MINIMUM SILL PLATE ANCHORAGE TO BE 16d AT 8" O.C. AT UPPER WALLS.

FOUNDATION NOTES:

BUILDING KEYA. TOWNHOMES - UNITS 1-2-3B. TOWNHOMES - UNITS 4-5-6C. TOWNHOMES - UNITS 7-8-9D. DUPLEX - UNITS 10a-10bE. DUPLEX - UNITS 11a-11bF. TOWNHOMES - UNITS 12-13-14G. DUPLEX - UNITS 15a-15bH. TOWNHOMES - UNITS 16-17-18I. DUPLEX - UNITS 19a-19bJ. ACCESSORY - BIKE STORAGE

BUILDING TYPESBUILDINGS: A, B, C, F & H - MODEL 3L-2-3SBUILDINGS: G & I - MODEL 2-3LBUILDING: D - MODEL 2-CHBUILDING: E - MODEL 2N-2NBUILDING: J - BIKE BARN

A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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0 P

M


S1.0PERMIT SET

FOUNDATIONPLAN - 3L-2-3S

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S1.0 1/4" = 1'-0"A

S_100 FOUNDATION PLAN (BLDG 3L-2-3S)

FOUNDATION PLAN - BUILDING A, B, C, F, H

KEY PLAN (3L-2-3S)


05/25/18

19


1B2B3B

43' - 0"

27' - 0"16' - 0"

AB

BB

CB

33

' -

9"

26

' -

0"

7' -

9"

1S1.5

_____

TYP

1S1.5

_____

TYP

4S1.5

_____

TYP

3S1.5

_____

TYP

2S1.5

_____

1S1.5

_____ TYP

4

3

1

1

1

1

1

33

3

3

3

1

1

2

1

4' - 0"4' - 4"3' - 0"

4' -

0"

6' -

0"

5' -

0"

4x4

DF#

2

5S1.5

_____

6x6

HF#

2 (P

.T.)

4x4 DF#2

TYP

A

A

A

A A A

30

' -

1"

A


3' - 9"

5' - 6"6' - 3"

2' - 11"

C

A A

C

4' -

9"

6' -

3"

A

A

HDU4

HDU2

HDU2

HDU2

HDU4

HDU4

HDU4

HDU8

HDU8

HDU8

HDU8

HDU2

HDU2 H

DU2

HDU2

1S1.5

_____

TYP

HDU2

HDU2

HDU2

HDU2

HDU2

2S1.5

_____

3

2

2

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6 HF#2 (P

.T.)

6x6

HF#

2 (P

.T.)

TYP

HDU2

1

1

HDU2

1

HDU2

1

HDU2

1

HDU2

1

(3) 2x6 DF#2

4x6 DF#2

4x6 DF#2

(3) 2x6 DF#2

2

3


FOUNDATION LEGEND:


X


HDUX


S0.1

X












FOUNDATION NOTES:



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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1 P

M


S1.1PERMIT SET

FOUNDATIONPLAN - 2-3L

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S1.1 1/4" = 1'-0"B

S_101 FOUNDATION PLAN (BLDG 2-3L)

FOUNDATION PLAN - BUILDING G, I

KEY PLAN (2-3L)


05/25/18

19


AC

BC

38

' -

0"

1C2C3C

15' - 6"15' - 6"

31' - 0"

1S1.5

_____

TYP

1S1.5

_____

TYP

4S1.5

_____

TYP

3S1.5

_____

TYP

1S1.5

_____

TYP

1S1.5

_____

TYP

5S1.5

_____

3

3

33

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

1

1

3

4x4

DF#

2

1

3

4x4

DF#

2

1

1

1

2S1.5

_____

TYP

2

5' -

0"

5' -

0"

3' - 5"3' - 0"

3' - 5" 3' - 0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

AA A

AA

A

A

A

B

B

A

A

A

HDU2H

DU2

HDU2 HD

U2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

HDU4H

DU4

HDU4

HDU4

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

33

' -

1"

A

HDU2

2


6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

2S1.5

_____

TYP

1

1

4' - 4"

3' - 8"

3' - 3"

4x6

DF#

2

2S1.5

_____


FOUNDATION LEGEND:


X


HDUX


S0.1

X












FOUNDATION NOTES:



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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3 P

M


S1.2PERMIT SET

FOUNDATIONPLAN - 2N-2N

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S1.2 1/4" = 1'-0"C

S_102 FOUNDATION PLAN (2N-2N)

FOUNDATION PLAN - BUILDING E

KEY PLAN - (2N-2N)


05/25/18

19



1D2D3D

36' - 0"18' - 0"

54' - 0"

CD

BD

AD

24

' -

0"

7' -

9 1

/2"

31

' -

9 1

/2"

1S1.5

_____

TYP

1S1.5

_____

TYP

4S1.5

_____

TYP

1S1.5

_____

TYP

1S1.5

_____

TYP

5S1.5

_____

TYP

3

3

3

3

6x6 HF#2 (P

.T.)

3

3

4x4

DF#

2

3S1.5

_____

3

3

3

3

6x6 HF#2 (P

.T.)

2

8' - 0"8' - 0"5' - 0"6' - 2"

AAAA

5' -

6"

3' -

9"

5' - 1"3' - 6"

3' - 0"

7' -

0"

4' -

0"

A

A

A A

C C

B

B

2

2

2

HDU4

HDU4

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2

31

' -

1"

A

HDU2

HDU2

HDU2

HDU2

HDU2

HDU2 HD

U2

HDU2

6x6 HF#2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6 HF#2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6

HF#

2 (P

.T.)

6x6 HF#2 (P

.T.)

6x6 HF#2 (P

.T.)

2S1.5

_____

TYP

2S1.5

_____

TYP

11

3' - 5"


FOUNDATION LEGEND:


X


HDUX


S0.1

X












FOUNDATION NOTES:


BUILDING TYPESBUILDINGS: A, B, C, F & H - MODEL 3L-2-3SBUILDINGS: G & I - MODEL 2-3LBUILDING: D - MODEL 2-2+BUILDING: E - MODEL 2N-2NBUILDING: J - BIKE BARN

A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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018

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4 P

M


S1.3PERMIT SET

FOUNDATIONPLAN - 2-2+

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S1.3 1/4" = 1'-0"D

S_103 FOUNDATION PLAN (BLDG 2-2+)

FOUNDATION PLAN - BUILDING D

KEY PLAN (2-CH)


05/25/18

19

1E2E

BE

AE


15' - 1"

31

' -

0"

6S1.5

_____

TYP

6S1.5

_____

TYP

7

7

4x4

HF#

2

4x4

HF#

2

6

6

6

6

8' - 1"

A

6' -

0"

4' -

6"

5' -

0"

6' -

0"

A

A

A

A

8' - 1"

A

A

6S1.5

_____

TYP

6S1.5

_____

TYP

5S1.5

_____

TYP

HDU2HD

U2

HDU2

7S1.5

_____

7S1.5

_____

HDU2

TYP

TYP



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H

1E2E

BE

AE

J-4

AT

2' -

0"

O.C

.

B-1

B-1

B-1

B-1

0

B-1

B-1

7S3.4

_____

7S3.4

_____

5S3.4

_____

TYP

15' - 1"

31

' -

0"

TYP

TYP

6S3.4

_____

8S3.4

_____

TYP

J-3

J-3

J-3

J-3

J-3


2. ROOF DESIGN CRITERIA: DEAD LOAD = 15 PSFSNOW LOAD = 25 PSF + DRIFT DEFLECTION = SMALLER OF LL/240, TL/180

3. ROOF SHEATHING TO BE APA RATED EXPOSURE I SHEATHING WITH MINIMUM SPAN RATING OF 32/16 AND A MINIMIM THICKNESS OF 15/32".

4. ROOF NAILING TO BE 10d COMMON OR GALVANIZED BOX NAILS. NAIL AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. INTERMEDIATE SUPPORTS. BLOCKING IS NOT REQUIRED.

5. SPLICE DOUBLE TOP PLATE AT ALL EXTERIOR WALLS AND SHEARWALLS BY LAPPING 6'-0" MINIMUM AND NAILING WITH 16d AT 6 O.C. STAGGERED. SEE TOP PLATE DETAIL ON SHEET S0.1 FOR MORE INFORMATION.

6. TYPICAL HEADERS (HDR) TO BE 4x6 DF#2. SUPPORT ON (1) 2x4 STUD U.O.N. ON PLAN. PROVIDE (1) KING STUD EACH END OF HEADER.

7. AT BEAM TO POST CONNECTIONS USE SIMPSON 'AC' OR 'ACE' POST CAP TYPICAL, U.O.N.

8. ALL SOLID SAWN HEADERS, PLATES (OTHER THAN P.T.) AND HORIZONTAL MEMBERS TO BE KILN DRIED (K.D.) LUMBER.

ROOF FRAMING NOTES:

STRUCTURAL BEARING WALL BELOW

ROOF FRAMING LEGEND:

BEAM ID PER STRUCTURAL FRAMING LEGENDB-#

WOOD POST BELOW PER ROOF FRAMING NOTES









FOUNDATION NOTES:


FOUNDATION LEGEND:

WOOD POST PER FLOOR FRAMING NOTES, U.O.N. ON PLAN

X


HDUX


S0.1

2x4 DOUG FIR #2 STUDS AT 16" O.C. TYPICAL

STRUCTURAL FRAMING LEGEND

FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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M


S1.4PERMIT SET

BIKE BARNFOUNDATION AND

ROOF FRAMINGPLANS

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

KEY PLAN (BIKE STORAGE)

05/25/18

19

1/2" MAX

STUD WALL PER PLAN

CONCRETE SLAB AND REINFORCING PER PLAN

FOOTING SIZE AND REINFORCING PER FOUNDATION PLAN

PORCH SLAB ON GRADE AS OCCURS BY OTHERS

PLATE WASHER PER WOOD STUD SHEARWALL SCHEDULE NOTES

INSULATION AS OCCURS PER ARCHITECT, SEE DETAIL

MIN

IMU

M

1'-6

" +

/-

MIN6"

#4 VERTICAL BARS AT 48" O.C. MAXIMUM, ALTERNATE BEND AT FOOTING

#4 x CONTINUOUS HORIZONTAL BAR AT 24" O.C. MAXIMUM, (2) BARS MINIMUM

P.T. SILL PLATE AND ANCHORAGE PER SHEARWALL SCHEDULE

SHEARWALL SHEATHING PER PLAN

FINISHES PER ARCHITECT

1S0.1

6"

3"

CLR

3" CLR

1


3" CLR

3"

CLR



STUD WALL PER PLAN, TYPICAL


FINISHES PER ARCHITECT, TYPICAL

12"

MIN

1

POST PER PLAN



3" CLR

3"

CLR

P.T. SILL PLATE AND ANCHORAGE PER FOUNDATION NOTES


4"

3"

CLR

3" CLR




FOUNDATION AND STEMWALL PER DETAIL

ANCHOR BOLT PER HOLDOWN SCHEDULEPROVIDE EXTRA

VERTICAL BAR AT HOLDOWN ANCHOR

POST PER SHEARWALL SCHEDULE AT HOLDOWN

1S1.5

HOLDOWN PER PLAN

NOTE:FOR MORE INFO SEE DETAIL

1S1.5

1

MIN6"


3"

CLR

3" CLR

MIN

IMU

M

1' -

6"

+/-

MIN6"

6" CONCRETE PIER WITH (2) #4 BARS INTO FOOTING

POST PER PLAN

SIMPSON 'ABU' POST BASE WITH 5/8" DIA x 5" EMBED EXPANSION ANCHOR

PORCH SLAB ON GRADE AS OCCURS BY OTHERS

1


8"

WALL STUD PER PLAN

60.0

0°



#4 x CONTINUOUS

COMPACTED FILL PER STRUCTURAL NOTES

1'-6"

MIN

MIN6"

1


8"

WALLSTUD PER PLAN

60.0

0°


6S1.5

HOLDOWN PER PLAN

NOTE:FOR MORE INFO SEE DETAIL

ANCHOR BOLT PER HOLDOWN SCHEDULE

MIN6"

1

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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8 P

M


S1.5PERMIT SET

FOUNDATIONDETAILS

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218S1.5 1" = 1'-0"1

FDN_PERIMETER WALL_SLAB

FOUNDATION DETAIL

S1.5 1" = 1'-0"4

FDN_INTERIOR FTG_DOUBLE WALL

FOUNDATION DETAILS1.5 1" = 1'-0"

3FDN_INTERIOR FTG_THICKENED POST

FOUNDATION DETAIL

S1.5 1" = 1'-0"2

SW_PERIMETER WALL

FOUNDATION DETAIL

S1.5 1" = 1'-0"5

FDN_COVERING POST


6FDN_THICKENED EDGE


7SW_THICKENED EDGE

FOUNDATION DETAIL


05/25/18

19

B-2

B-2B-1B-2

B-1B-1

B-2B-1

B-2

B-2

B-2

B-1 B-1

B-1

B-1

B-1

B-1 B-1

B-1

B-1 B-1

B-2

B-6

B-8 B-8

B-5

B-9

8' - 2" 7' - 2"

7' -

0"

4' -

6"

7' - 0"10' - 0"9' - 0"10' - 0"

3' -

11

"7

' -

6"

27

' -

1"

31

' -

1"

1A2A3A4A

AA

BA

CA

67' - 0"

34

' -

0"

2' -

0"

26

' -

0"

8' -

0"

24' - 0 1/2"15' - 11 1/2"27' - 0"

A A A A

A

A

AA

A

A

A

A

B-4

B-7

B-4

B-7

B-4

B-4

B-4

B-4

B-5

B-4

B-7

B-4

2S2.4

_____

TYP

2S2.4

_____

TYP

4S2.4

_____

TYP

4S2.4

_____

TYP

7S2.4

_____

TYP

7S2.4

_____

TYP

MST37

MST37

MST37

MST37

MST37

MST37

MST37

MST

37

MST37

MST37

MST37

MST37

J-3 AT 1' - 4" O.C.J-3 AT 1' - 4" O.C.

(FLUSH) (FLUSH)

B-7 (FLUSH)

B-4

(DROP) (DROP)

(DROP)

6

S0.1

6

S0.1

6

S0.1

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

8S2.4

_____

B-4

6S2.4

_____

TYP

6S2.4

_____

TYP

6S2.4

_____

TYP

6S2.4

_____

SIM

8S2.4

_____

B-4

B-4

B-4

B-2

B-8

B-8

B-8

B-2

B-8

B-2B-8

9S2.4

_____9S2.4

_____OPP

B-8

B-8

3S2.4

_____

TYP

1S2.4

_____3S2.4

_____

B-4

B-4

1

1

1

1

4' - 5 3/4" 19' - 6 1/4"

1

SIMPSON STRAP PER LEGEND, TYPICAL

PROVIDE BLOCKING BETWEEN JOISTS ALONG STRAP LENGTH

1

11



FLOOR FRAMING LEGEND:

WOOD POST PER ROOF FRAMING NOTES, TYPICAL U.O.N. ON PLAN

X

MTT

X

SIMPSON STRAP PER PLAN, SEE DETAIL3

S2.4




LEDGER PER DETAIL8

S2.4

WOOD POST BELOW PER FLOOR FRAMING NOTES, TYPICAL U.O.N. ON FOUNDATION PLAN


SIMPSON 'CS16' STRAP WITH MINIMUM END LENGTH OF 13", SEE FLOOR FRAMING NOTE 13 FOR MORE INFORMATION

1

FLOOR FRAMING NOTES:


2. FLOOR DESIGN CRITERIA:DEAD LOAD = 15 PSFLIVE LOAD = 40 PSFDEFLECTION = SMALLER OF LL/360, TL/240

3. FLOOR SHEATHING TO BE T&G APA RATED STURD-I-FLOOR SHEATHING WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM THICKNESS OF 3/4". GLUE WITH CONTINUOUS WAVY 3/8" BEAD AT ALL SUPPORTS AND NAIL AS INDICATED BELOW. ORIENT STRONG AXIS OF SHEATHING PERPENDICULAR TO SUPPORTS.

4. FLOOR NAILING TO BE 10d RING OR SCREW SHANK NAILS WITH A MINIMUM 1 5/8" PENETRATION. NAIL AT 6" O.C. AT ALL SUPPORTED EDGES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. BLOCKING IS NOT REQUIRED.

5. SPLICE DOUBLE TOP PLATE AT ALL EXTERIOR WALLS AND SHEARWALLS PER TOP PLATE SPLICE DETAIL ON SHEET S0.1.

6. HEADERS PER PLAN TO BE SUPPORTED ON (1) 2x6 STUD U.O.N. ON PLAN. PROVIDE (1) KING STUD EACH END OF HEADER.




10. INTERIOR BEARING WALLS WITHOUT A SCHEDULED SHEAR ASSEMBLY TO BE PER DRAWINGS. MINIMUM SILL PLATE ANCHORAGE TO BE 16d AT 8" O.C. AT UPPER WALLS.

11. PROVIDE DOUBLE JOIST BELOW INTERIOR NON-BEARING WALLS RUNNING PARALLEL WITH JOISTS.

12. SOLID BLOCK AT RIM LOCATIONS WHERE POSTS OR BUILT-UP STUDS ARE BEARING.

13. INSTALL STRAP OVER SHEATHING AT LOCATIONS INDICATED ON THE PLAN PRIOR TO INSTALLATION OF SECOND FLOOR WALLS.

1



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H


FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

C:\U

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5/2

5/2

018

3:4

2:3

1 P

M


S2.0PERMIT SET

FLOOR FRAMINGPLAN - 3L-2-3S

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S2.0 1/4" = 1'-0"A

S_200 SECOND FLOOR FRAMING PLAN (BLDG 3L-2-3S)

FLOOR FRAMING PLAN - BUILDING A, B, C, F, H

KEY PLAN (3L-2-3S)


05/25/18

19

B-6

B-3

B-2B-1

B-1B-1

B-1B-2

B-2

B-2

B-1B-1

B-2

B-2

B-2

1B2B3B

AB

BB

CB

43' - 0"

27' - 0"16' - 0"

33

' -

9"

26

' -

0"

7' -

9"

B-4

B-7

B-4

B-4

B-4

B-4

B-5

B-5

2S2.4

_____

TYP

2S2.4

_____

TYP

7S2.4

_____

TYP

4S2.4

_____

TYP 6' - 0"9' - 0"10' - 0"

4' -

0"

7' -

6"

4' -

0"

4' - 7"

6' -

2"

9' -

0"

31

' -

1"

AAA

A

A

A

A A

A

A

A

A

(DROP)

6S2.4

_____

J-3 AT 2' - 0" O.C.

6S2.4

_____(DROP)

8S2.4

_____

TYP

6S2.4

_____

SIM

6

S0.1

6

S0.1

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

B-6

B-4

B-4

B-4

8' - 0"

9S2.4

_____

MST

37

MST37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

MST

37

B-8

B-2 B-8

B-2

B-8

B-8

B-8

B-4

B-2

1S2.4

_____3S2.4

_____

TYPTYP

3S2.4

_____

TYP

TYP

1

1

B-1

5' - 10"

8' - 0" (MIN)



1

1

1




X

MTT

X


S2.4




LEDGER PER DETAIL8

S2.4




1















1



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H


FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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5/2

5/2

018

3:4

2:3

3 P

M


S2.1PERMIT SET

FLOOR FRAMINGPLAN - 2-3L

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S2.1 1/4" = 1'-0"B

S_201 SECOND FLOOR FRAMING PLAN (BLDG 2-3L)

FLOOR FRAMING PLAN - BUILDING G, I

KEY PLAN (2-3L)


05/25/18

19

B-3

B-3

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

B-2

AC

BC

1C2C3C

38

' -

0"

15' - 6"15' - 6"

31' - 0"

B-7

B-7

B-4

B-4B-4

TYP

2S2.4

_____

TYP

7S2.4

_____

TYP

1S2.4

_____

TYP

1S2.4

_____

TYP

B-4

B-4

B-4

B-4

B-4

B-4

(DROP)

(DROP) (FLUSH)

(FLUSH)

5S2.4

_____ 6S2.4

_____

5S2.4

_____6S2.4

_____

6

S0.1

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

B-2

B-8

B-8

B-8

B-8

B-8

B-2B-8

9S2.4

_____

9S2.4

_____

5' - 0"

5' - 2" 4' - 7"

AA

AA

11

' -

0"

7' -

0"

A

A

5' - 6"

5' - 6"

A A

A A

7' -

0"

11

' -

0"

A

A

33

' -

1"

B-4

A

MST

37

MST

37

MST37

MST37 M

ST37

MST37

MST

37M

ST37 MST

37

MST

37

TYP

TYP

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

6

S0.1

2S2.4

_____

11

11

1 1

1 1

1

5' - 4"

4' - 8"

5' - 10"

4' - 0" (MIN)


1

MIN

4' - 0"

STRAP PER LEGEND, PROVIDE BLOCKING BETWEEN JOISTS ALONG STRAP LENGTH

1




X

MTT

X


S2.4




LEDGER PER DETAIL8

S2.4




1















1



A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

HSTRUCTURAL FRAMING LEGEND

FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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5/2

018

3:4

2:3

6 P

M


S2.2PERMIT SET

FLOOR FRAMINGPLAN - 2N-2N

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S2.2 1/4" = 1'-0"C

S_202 SECOND FLOOR FRAMING PLAN (BLDG 2N-2N)

FLOOR FRAMING PLAN - BUILDING E

KEY PLAN - (2N-2N)


05/25/18

19

B-2B-2B-1B-1B-2

B-2B-2B-1

B-1

B-1

B-2

B-1

B-2

B-2

B-2

1D2D3D

CD

BD

AD

36' - 0"18' - 0"

54' - 0"

24

' -

0"

7' -

9 1

/2"

31

' -

9 1

/2"

B-5

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

11 7/8" TJI 110 JOISTS (J-1) AT 1' - 4" O.C.

J-3 AT 2' - 0" O.C.

J-3 AT 2' - 0" O.C.

J-3

AT

2' -

0" O

.C.

J-3

AT

2' -

0"

O.C

.

B-8

B-8

B-8B-8B-8

B-8

B-3

B-4

B-4

B-46

S2.4_____

(DROP)

2S2.4

_____TYP

7S2.4

_____

1S2.4

_____TYP

10S2.4

_____

10S2.4

_____

(FLUSH)

8S2.4

_____

9S2.4

_____

B-1

B-8

7' - 0"

9' -

3"

16' - 0"5' - 6"9' - 6"

27

' -

1"

5' -

0"

5' -

0"

4' -

0"

A

AAA

A

A

A

A

A

A

B-4

B-4

MST37

MST37

MST

37

MST

37

MST

37

MST

37

3S2.4

_____

TYP

3S2.4

_____

TYP

TYP

1S2.4

_____

TYP

11 7/8" TJI 360 JOISTS (J-2) AT 1' - 4" O.C.

B-4

TYPICAL, U.O.N.

8' - 6"

SIMPSON 'CS16' x REQ'D STRAP, PROVIDE BLOCKING BETWEEN JOISTS ALONG STRAP LENGTH1

1' - 4"

1' -

4"

(M

IN)

MIN

3' - 0"

SIMPSON 'CS16' x REQ'D STRAP, PROVIDE BLOCKING BETWEEN JOISTS ALONG STRAP LENGTH

MST

37

MST

37




X

MTT

X


S2.4




LEDGER PER DETAIL8

S2.4




1















1


BUILDING TYPESBUILDINGS: A, B, C, F & H - MODEL 3L-2-3SBUILDINGS: G & I - MODEL 2-3LBUILDING: D - MODEL 2-2+BUILDING: E - MODEL 2N-2NBUILDING: J - BIKE BARN

A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

HSTRUCTURAL FRAMING LEGEND

FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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5/2

018

3:4

2:3

8 P

M


S2.3PERMIT SET

FLOOR FRAMINGPLAN - 2-2+

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S2.3 1/4" = 1'-0"D

S_203 SECOND FLOOR FRAMING PLAN (BLDG 2-2+)

FLOOR FRAMING PLAN - BUILDING D

KEY PLAN (2-CH)


05/25/18

19

1 1/4" TIMBERSTRAND RIM JOIST

FLOOR SHEATHING PER PLAN

FRAMING PER PLAN

STUD WALL PER PLAN

HEADER AS OCCURS

EDGE NAILING


STUD WALL PER PLAN

SOLE PLATE AND ATTACHMENT PER SHEARWALL SCHEDULE

EDGE NAILING

(2) 16d NAILSSIMPSON 'A35' AT 48 O.C. TYPICAL, PROVIDE 16" SPACING AT DESIGNATED SHEARWALLS




STUD WALL PER PLAN


TJI BLOCKING AT 48" O.C.

SIMPSON 'A35' AT 48 O.C. TYPICAL, PROVIDE 16" SPACING AT DESIGNATED SHEARWALLS

STUD WALL PER PLAN

EDGE NAILING

FRAMING PER PLAN

SIMPSON 'IUS' FACE MOUNT HANGER

HEADER AS OCCURS

(2) 16d NAILS

STIFFENER PER DETAIL 2

S0.1

EDGE NAILING

STUD WALL PER PLANFRAMING PER PLAN WITH SIMPSON 'ITS' HANGER


EDGE NAILING

STIFFENER PER DETAIL 2

S0.1

HEADER AS OCCURS


SHEARWALL SHEATHING PER PLAN, TYPICAL


SIMPSON 'IUS' FACE MOUNT HANGER, INVERTEDPER ARCHITECT

STUD WALL PER PLAN

BOUNDARY NAILING PER PLAN

1

SIMPSON 'A34' CLIP AT 48" O.C.

1

EDGE NAILING, TYPICAL

1


FRAMING PER PLAN, TYPICAL

STUD WALL PER PLAN, TYPICAL





FRAMING PER PLAN

NOTE:FOR MORE INFO SEE DETAILS AND

STUD WALL PER PLAN


STUD WALL PER PLAN

1S2.4

STRAP PER PLAN, CENTER ON RIM JOIST

WRAP STRAP AROUND BEAM AS REQ'D AT LOCATIONS WHERE STUD FRAMING DOES NOT EXIST

2S2.4

SECURE BEAM TO POST WITH SIMPSON 'HUC46' FACE MOUNT HANGER EACH END

1

FLOOR NAILING PER PLAN

SIMPSON 'IUS' FACE MOUNT HANGER



BEAM PER PLAN

FLOOR NAILING PER PLAN



BEAM PER PLAN

1 1/4" BLOCKING

PROVIDE WEB STIFFENERS WHERE JOISTS RUN CONTINUOUS OVER INTERIOR BEARING WALL, SEE DETAIL

(2) 10d TOENAILS

NOTE:WALL OCCURS AT SIM CONDITION

2S0.1

COORDINATE EAVE EXTENSION AND FRAMING WITH ARCHITECT

POST PER PLAN

BEAM PER PLAN WITH SIMPSON 'PC66' POST CAP

4x8 LEDGER WITH (2) 3/8" x REQ'D LAG SCREWS AT EACH STUD (16" O.C.)

NOTE:FOR MORE INFO SEE DETAILS AND8

S2.4


SIMPSON 'H3' AT EACH JOIST

SIMPSON 'LSSU26' SLOPEABLE HANGER

2x6 T&G DECKING

FRAMING PER PLAN, DO NOT OVERCUT

1S2.4

SHEARWALL SHEATHING PER PLAN, EXTEND FULL HEIGHT

FRAMING PER PLAN, DO NOT OVERCUT

COORDINATE EAVE EXTENSION AND FRAMING WITH ARCHITECT

2x8 LEDGER WITH (2) #10 WOOD SCREWS AT EACH STUD (16" O.C.) WITH 2" MINIMUM PENETRATION

NOTE:FOR MORE INFO SEE DETAIL 1

S2.4


2x BLOCKING WITH EDGE NAILING, PROVIDE SIMPSON 'RBC' CLIPS AT 48" O.C.

STUD WALL PER PLANSIMPSON 'LSSU26' SLOPEABLE HANGER

ROOF SHEATHING PER PLAN

BEAM PER PLAN

2x6 x CONT. PLATE WITH 10d NAILS AT 6" O.C INTO RIM JOIST

HEADER PER PLAN AS OCCURS

STUD WALL PER PLAN

2x8 CEILING JOISTS AT 24" O.C.

SIMPSON 'LUS26' FACE MOUNT HANGER

FRAMING PER PLAN WITH SIMPSON 'IUS' FACE MOUNT HANGER

2x4 x REQ'D WITH (3) 10d NAILS INTO JOIST AND RAFTER

SIMPSON 'H3' AT EACH JOIST


SIMPSON 'A34' CLIP AT 48" O.C. 1

1

2x6 T&G DECKING

BEAM PER PLAN WITH SIMPSON 'HUC410' FACE MOUNT HANGER

L3x3x1/4 x 0'-3" WITH 5/8" DIA x 3" EMBED LAG SCREW

SIMPSON 'HDU2' WITH 5/8" DIA x REQ'D BOLT

BLOCKING AS REQ'D AT HOLDOWN LOCATION

NOTE:FOR MORE INFO SEE DETAILS AND6

S0.1

2x6 LEDGER WITH FASTENERS PER DETAIL 8

S2.4

1S2.4

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

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3:4

2:4

0 P

M


S2.4PERMIT SET

FLOOR FRAMINGDETAILS

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S2.4 1" = 1'-0"1

FLR_JOIST PERP_STUD WALL

FLOOR FRAMING DETAILS2.4 1" = 1'-0"

2FLR_JOIST PAR_STUD WALL

FLOOR FRAMING DETAILS2.4 1" = 1'-0"

4FLR_BUMPOUT_HDR

FLOOR FRAMING DETAIL

S2.4 1" = 1'-0"7

FLR_INT_JOIST PAR_WALL STACK

FLOOR FRAMING DETAIL

S2.4 1" = 1'-0"3

SW_STRAP

FLOOR STRAP DETAIL

S2.4 1" = 1'-0"5

FLR_INT_FLUSH BEAM

FLUSH BEAM FRAMING DETAILS2.4 1" = 1'-0"

6FLR_INT_DROP BEAM

DROP BEAM FRAMING DETAIL

S2.4 1" = 1'-0"10

FLR_PATIO COVERING

PORCH COVERING DETAIL

S2.4 1" = 1'-0"8

FLR_KITCHEN

FLOOR / ROOF FRAMING DETAIL

S2.4 1" = 1'-0"9

PORCH ROOF LEDGER CONNECTION

PORCH ROOF DETAIL


05/25/18

19

B-1B-2B-2B-2

B-1

B-1

B-1

B-2B-1

B-3

B-1B-2

B-1

B-1

B-1

B-1 B-2

1A2A3A4A

AA

BA

CA

67' - 0"

34

' -

0"

26

' -

0"

8' -

0"

24' - 0 1/2"15' - 11 1/2"27' - 0"

PRE-MANUFACTURED TRUSS AT 2' - 0" O.C.PRE-MANUFACTURED TRUSS AT 2' - 0" O.C.PRE-MANUFACTURED TRUSS AT 2' - 0" O.C.

2S3.4

_____

1S3.4

_____

1S3.4

_____

2S3.4

_____

TYP

TYP

TYP

TYP

3S3.4

_____3S3.4

_____

TYP TYP













ROOF FRAMING NOTES:


10. ROOF TRUSSES ARE TO BE DESIGNED AND PRE-FABRICATED BY ROOF TRUSS MANUFACTURER. TRUSS LOADS IMPOSED ON THE STRUCTURE ARE TO BE INDICATED ON THE SUBMITTAL CALCULATIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL TRUSS REQUIREMENTS.

DESIGN DRAWINGS AND SPECIFICATIONS TO ENSURE THAT THE TRUSSES HAVE BEEN DESIGNED CONSIDERING THE CORRECT LOADS, FRAMING CONDITIONS, AND PROJECT REQUIREMENTS. A LETTER FROM THE TRUSS ENGINEER CERTIFYING THEIR REVIEW AND AGREEMENT OF THE DESIGN WITH THESE DOCUMENTS IS TO ACCOMPANY THE TRUSS DESIGN SUBMITTAL.




A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H


FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

C:\U

sers

\Ste

ph

ens\D

ocu

me

nts

\00

RE

VIT

\Cully

Gre

en

Ap

art

me

nts

_R

EV

1_

ste

ph

ens07

.rvt

5/2

5/2

018

3:4

2:4

1 P

M


S3.0PERMIT SET

ROOF FRAMINGPLAN - 3L-2-3S

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S3.0 1/4" = 1'-0"A

S_300 ROOF FRAMING PLAN (BLDG 3L-2-3S)

ROOF FRAMING PLAN - BUILDING A, B, C, F, H

KEY PLAN (3L-2-3S)

05/25/18

19

B-1B-2B-2

B-1 B-2

B-2

B-1

B-1

B-1

B-1

B-1

B-1

1B2B3B

AB

BB

CB

43' - 0"

27' - 0"16' - 0"

33

' -

9"

26

' -

0"

7' -

9"

PRE-MANUFACTURED TRUSS AT 2' - 0" O.C.

PRE-MANUFACTURED TRUSS AT 2' - 0" O.C.

2S3.4

_____

1S3.4

_____

1S3.4

_____

2S3.4

_____

TYP

TYP

TYP

TYP

3S3.4

_____

TYP













ROOF FRAMING NOTES:


10. ROOF TRUSSES ARE TO BE DESIGNED AND PRE-FABRICATED BY ROOF TRUSS MANUFACTURER. TRUSS LOADS IMPOSED ON THE STRUCTURE ARE TO BE INDICATED ON THE SUBMITTAL CALCULATIONS. SEE STRUCTURAL NOTES FOR ADDITIONAL TRUSS REQUIREMENTS.

DESIGN DRAWINGS AND SPECIFICATIONS TO ENSURE THAT THE TRUSSES HAVE BEEN DESIGNED CONSIDERING THE CORRECT LOADS, FRAMING CONDITIONS, AND PROJECT REQUIREMENTS. A LETTER FROM THE TRUSS ENGINEER CERTIFYING THEIR REVIEW AND AGREEMENT OF THE DESIGN WITH THESE DOCUMENTS IS TO ACCOMPANY THE TRUSS DESIGN SUBMITTAL.




A

B

C

D

I

G

F

E

EXISTINGHOUSE

J

H


FRAMING I.D.

B-1

FRAMING TYPE

4x6 DF#2

B-2 4x10 DF#2

B-3 3 1/2 x 9 GLB

B-4 1 3/4 x 11 7/8 LSL

B-5 3 1/2 x 12 GLB

B-6 3 1/2 x 15 GLB

B-7 3 1/2 x 11 7/8 GLB

B-8 5 1/2 x 12 GLB

B-9

B-10 4x8 HF#2

5 1/2 x 15 GLB

J-1 11 7/8 TJI 110

J-2 11 7/8 TJI 360

J-3 2x6 DF#2

J-4 2x12 DF#2

CHECKED

PROJ. NO.

DATE

DRAWN

REVISIONS

PROJECT NAME

SCALE

# DATE DESCRIPTION

AS NOTED

C:\U

sers

\Ste

ph

ens\D

ocu

me

nts

\00

RE

VIT

\Cully

Gre

en

Ap

art

me

nts

_R

EV

1_

ste

ph

ens07

.rvt

5/2

5/2

018

3:4

2:4

3 P

M


S3.1PERMIT SET

ROOF FRAMINGPLAN - 2-3L

20170307

JJESMS

DECEMBER 05, 2017


PORTLAND, OR 97218

S3.1 1/4" = 1'-0"B

S_301 ROOF FRAMING PLAN (BLDG 2-3L)

ROOF FRAMING PLAN - BUILDING G, I

KEY PLAN (2-3L)

05/25/18

19

B-1

B-1

B-1

B-1

B-1

B-1

B-1

B-1

B-1

B-1

AC

BC

1C2C3C

38

' -

0"

15' - 6"15' - 6"

31' - 0"

1S3.4

_____

2S3.4

_____

1S3.4

_____

2S3.4

_____

TYP

TYP

TYP

TYP

PR

E-M

AN

UF

AC

TU

RE

D T

RU

SS

AT

2' -

0"

O.C

.

PR

E-M

AN

UF

AC

TU

RE

D T

RU

SS

AT

2' -

0"

O.C

.









5. SPLICE DOUBLE TOP PLATE AT ALL EXTERIOR WALLS AND SHEARWALLS PER TOP

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STRUCTURAL NOTES DIVISION 3 - CONCRETE AND … · 2018. 8. 9. · structural notes cully green apartments - vlmk job #20170307 division 1 - general a. general 1. these notes set minimum