S0 = 3/4" to 1" 1.) ... detailing reinforced concrete structures", aci 315 ... j. lap all bar reinforcing per aci 318.

ANALYZED USING THE EQUIVALENTLATERAL FORCE PROCEDURE

S

S1

DS

Ss

SITE SOIL CLASS

SEISMIC DESIGN CATEGORY

EXPOSURE

B. STRUCTURE DESIGNED FOR THE FOLLOWING LOADS:

ROOF DEAD LOADS:

= D

= D

= 0.956

BASIC WIND SPEED (V) = 120 MPH

= B

IMPORTANCE FACTOR = I

GROUND SNOW LOAD = 25 PSF

ROOF LIVE LOADS:

= 0.473

= 0.713

MOMENT-RESISTING FRAME SYSTEM: R = 3.5STEEL ORDINARY MOMENT FRAMES

WIND LOADS:

SEISMIC DESIGN DATA:

BASIC STRUCTURAL & SEISMIC RESISTING SYSTEM:

A. STRUCTURE DESIGNED IN ACCORDANCE WITH THE 2014 OSSC.

FLAT ROOF SNOW LOAD = 25 PSF (MODIFIED FOR

DRIFTING AND UNBALANCED LOADS WHERE APPLICABLE)

C. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THESE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH THE AFFECTED WORK. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS, DETAILS, AND CONDITIONS PRIOR TO START OF CONSTRUCTION THAT MAY BE IMPACTED BY VARIATIONS FROM THE CONDITIONS SHOWN HEREIN.

a. INSPECT FORM WORK AND PLACEMENT OF REINFORCEMENT

K. REINFORCEMENT COVER, UNLESS NOTED OTHERWISE:

NON-SHRINK GROUT SHALL CONFORM TO ASTM C-109.

CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33.

CONCRETE FILL = 1/2"

MAXIMUM AGGREGATE SIZE:

MAXIMUM WATER-CEMENT RATIO = 0.49

MAXIMUM SLUMP LIMIT = 4"

FOOTINGS & FOUNDATIONS = 3/4" TO 1 1/2"

SLAB-ON-GRADE = 3/4" TO 1"

1.) FOOTINGS AND GRADE BEAMS - BOTT. 3" 2.) WALLS - OUTSIDE 2", INSIDE 1"

3.) SLABS - 1 1/2" FROM TOP

-TOP 1-1/2"

JOINT MATERIAL, CONFORMING TO ASTM D-1751.

A. ALL CONCRETE WORK SHALL CONFORM WITH A.C.I. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 - LATEST EDITION, AND "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315 - LATEST EDITION.

B. ALL CONCRETE FORM WORK WORK SHALL CONFORM WITH A.C.I. "RECOMMENDED PRACTICES FOR CONCRETE FORM WORK" - ACI 347.

C. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL STRUCTURAL CONCRETE SHALL CONFORM WITH A.C.I. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - ACI 301.

CEMENT SHALL BE PORTLAND CEMENT, TYPE I OR II, CONFORMING TO ASTM-C-150.

EXPANSION JOINTS SHALL BE 1/2" THICK ASPHALT IMPREGNATED FIBERBOARD

CURING COMPOUND SHALL BE CLEAR, CONFORMING TO ASTM C-309.

E. COLD WEATHER CONCRETE WORK, WHEN APPLICABLE, SHALL CONFORM TO ACI 306.

F. HOT WEATHER CONCRETE WORK, WHEN APPLICABLE, SHALL CONFORM TO ACI 305.

H. ALL BAR REINFORCING FOR CONCRETE TO CONFORM TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260.

I. CONCRETE ACCESSORIES TO BE ADEQUATE TO MAINTAIN REINFORCING ACCURATELY IN PLACE AND BE NON-CORROSIVE, NON-STAINING TYPE.

L. WELDED WIRE FABRIC SHALL HAVE MINIMUM END AND SIDE LAPS OF 1'-0".

J. LAP ALL BAR REINFORCING PER ACI 318. STAGGER SPLICES IN HORIZONTAL WALLS AND SLABS.

GENERAL NOTES:

SOIL NOTES:

CONCRETE NOTES:

FOR EACH DAY'S POUR FOR EACH TYPE OF CONCRETE.b. SLUMP PER ASTM C-143. ONE TEST AT POINT OF DISCHARGE

d. CONCRETE TEMPERATURE - TEST EACH TIME A SET OF COMPRESSION TEST IS TAKEN.

IN RESERVE FOR LATER TESTING IF REQUIRED.

ALL CONCRETE WORK, REINFORCING PLACEMENT, FORM WORK AND SHORING SHALL BE SPECIAL INSPECTED BY AN INDEPENDENT TESTING AGENCY RETAINED BY THE OWNER FOR THE FOLLOWING ITEMS:

CONCRETE SPECIAL INSPECTION REQUIREMENTS

D. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR APPROVAL. MIX DESIGN SHALL INDICATE 7 AND 28 DAYS STRENGTHS, CEMENT CONTENT, AIR CONTENT, WATER-CEMENT RATIO, AMOUNT OF FINE AND COARSE AGGREGATES AND ADMIXTURES. ALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED (4% TO 6%) UNLESS LOCAL STANDARDSARE OTHERWISE.

e. COMPRESSION TEST SPECIMEN PER ASTM C-31 (ONE SET OF 4 STANDARD CYLINDERS)

c. AIR CONTENT PER ASTM C-173 (VOLUMETRIC) OR ASTM C-231 (PRESSURE). ONE TEST FOR EACH DAY'S POUR FOR EACH TYPE OF CONCRETE.

g. TWO SPECIMENS TESTED AT 7 DAYS, ONE SPECIMENSTESTED AT 28 DAYS, AND ONE SPECIMEN RETAINED

h. EPOXIED ALL THREAD AND REBAR DOWELS; AND EXPANSION ANCHORS INTO CONCRETE.

f. COMPRESSION STRENGTH TEST PER ASTM C-39. ONE SET FOR EACH DAY'S POUR FOR EACH TYPE OF CONCRETEPLUS ADDITIONAL SETS FOR EACH 100 cy OVER AND ABOVE THE FIRST 100 cy.

M. HILTI HY 200 OR SIMPSON SET XP EPOXY ADHESIVE IS REQUIRED FOR ALL REBAR DOWELS OR ALL THREAD DRILLED AND EPOXIED INTO CONCRETE.

A. SOIL BEARING CAPACITY USED IN DESIGN OF NEW FOUNDATION: 1500 PSF. ALL FOOTINGS TO BEAR A MINIMUM OF 18" BELOW FINISHED GRADE ON UNDISTURBED SOIL OR APPROVED STRUCTURAL FILL. PROVIDE AND INSTALL STRUCTURAL FILL AS NECESSARY. IF UNSUITABLE SOILS ARE ENCOUNTERED, OR IF ROCK IS ENCOUNTERED IN THE AREA OF THE PROPOSED BOTTOM OF FOOTING, NOTIFY THE ENGINEER IMMEDIATELY.

B. THE GEOTECHNICAL ENGINEER SHALL OBSERVE AND APPROVE SUBGRADE SOILS PRIOR TO THE PLACEMENT OF STRUCTURALFILL OR FOOTING FORMS.

NOTE: B-E ARE NOT APPLICABLE IF GEOTECHNICAL REPORT IS NOT REQUIRED BY THE BUILDING OFFICAL

D. PLACEMENT AND COMPACTION OF STRUCTURAL FILL SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER AND/OR TEST RESULTSBY A QUALIFIED TESTING AGENCY.

E. COMPLY WITH SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS FOR ALL FILLS AND EXCAVATIONS.

C. STRUCTURAL FILL MATERIAL TYPE AND SOURCE SHALL BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION.

ROOF (TOTAL) = 20 PSF

G. SCREED SLABS AT GRADE LEVEL, MAINTAINING SURFACE FLATNESS OF MAXIMUM 1/4" IN 10'-0".

C. ALL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B.

K. ALL BOLTS, NUTS, AND WASHERS SHALL BE IN ACCORDANCE WITH THE LATEST SPECIFICATIONS APPROVED BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS.

A. STEEL SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN" LATEST EDITION, OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.

H. ALL WELDS SHALL CONFORM TO THE "STRUCTURAL WELDING CODE (STEEL)," AWS D1.1, LATEST EDITION.

i) COMPLETE-JOINT-PENETRATION WELDS (CJP) ARE TO BE CONSTRUCTED PER THE WELDERS PREFERENCE AND PER ANSI/AISC 341-05, 11.2a.

a) BACKING IS TO BE REMOVED AND BACKWELDED WITH A 5/16" FILLET WELD.

b) WHERE WELD ACCESS HOLES ARE PROVIDED, THEY WILL CONFORM TO AISC SPECIFICATION.

G. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 GRADE 36.

F. ALL HEADED STUDS SHALL CONFORM TO ASTM A-108, GRADE 1015 OR 1020.

E. ALL MISCELLANEOUS STRUCTURAL STEEL SHALL BE ASTM A36.

B. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, EXCEPT AS MODIFIED BELOW.

D. ALL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, OR ASTM A501.

STRUCTURAL STEEL NOTES:

WOOD GENERAL NOTES:

STRUCTURAL OBSERVATIONS:

STRUCTURAL STEEL SPECIAL INSPECTION REQUIREMENTS

I. BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325-X BOLTS, INSTALLED TO A "SNUG TIGHT" CONDITION AND TORQUED TO 50 FT-LBS.

M. STRUCTURAL STEEL SHOP DRAWINGS, PREPARED BY THE STEEL SUBCONTRACTORS, SHOWING COMPLETE DIMENSIONS, DETAILS, SIZES AND GRADES OF STEEL MEMBERS AND CONNECTIONS, TYPE AND NUMBER OF WELDS AND BOLTS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF THE STEEL COMPONENTS. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS WITH THE STRUCTURAL AND OTHER PORTIONS OF THE CONTRACT DRAWINGS.

N. CONCRETE STEEL REINFORCEMENT SHOP DRAWINGS SHALL BESUBMITTED TO ENGINEER OF RECORD FOR REVIEW.

M. THE STEEL FABRICATOR SHALL BE AISC CERTIFIED.

L. ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH TWO COATS IN ACCORDANCE WITH AISC RECOMMENDATIONS.

N. THE FOLLOWING VERIFICATIONS AND INSPECTIONS ARE REQUIRED FOR STRUCTURAL STEEL CONSTRUCTION:

STRUCTURAL OBSERVATIONS:

ENGINEER OF RECORD SHALL BE NOTIFIED 7 BUSINESS DAYS IN ADVANCE OF REQUIRED STRUCTURAL OBSERVATIONS. THE STRUCTURAL OBSERVATIONS REQUIREDARE AS FOLLOWS:

1.) AS SOON AS FOUNDATION REINFORCEMENT IS IN PLACE, BUT PRIOR POURING CONCRETE.2.) AS SOON AS SECOND FLOOR DECK AND MOMENT FRAMES ARE IN PLACE.3.) AS SOON AS ROOF FRAMING AND DECKING IS IN PLACE, BUT PRIOR TO INSULATION INSTALLATION.

J. BOLTS FOR WOOD TO WOOD OR WOOD TO STEEL SHALL BE ASTM A307 UNLESS NOTED OTHERWISE. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. INSTALL "FINGER TIGHT". DO NOT OVER TIGHTEN.

1.) MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS ANDWASHERS: a.) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - PERIODIC b.) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - PERIODIC

2.) INSPECTION OF HIGH STRENGTH BOLTING: a.) BEARING-TYPE CONNECTIONS. - PERIODIC b.) SLIP-CRITICAL CONNECTIONS. - CONTINUOUS

3.) MATERIAL VERIFICATION OF STRUCTURAL STEEL: a.) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - PERIODIC b.) MANUFACTURER'S CERTIFIED MILL TEST REPORTS. - PERIODIC

4.) INSPECTION OF WELDING: a.) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. - CONTINUOUS b.) MULTI-PASS FILLET WELDS. - CONTINUOUS c.) SINGLE-PASS FILLET WELDS GREATER THAN 5/16" - CONTINUOUS d.) SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" - PERIODIC e.) FLOOR AND DECK WELDS. - PERIODIC

A. WOOD FRAMING TO BE #2 DOUGLAS FIR OR BETTER UNLESS NOTED OTHERWISE ON THE PLANS. GLULAM MEMBERS ARE TO BE 24F-V4 UNLESS NOTED OTHERWISE ON THE PLANS.B. GLULAM BEAMS/RAFTERS TO BE ATTACHED TO STRUCTURE PER THE FRAMING PLANS AND STRUCTURAL DETAILS.C. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AT ALL BEARING LOCATIONS.

D. SHEATHING TO BE SPAN RATED PLYWOOD OR OSB FLOOR: 1 1/8" ROOF: 5/8" WALLS: 15/32"

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FLOOR FRAMING PLANFOUNDATION PLAN

SCALE: 1/8" = 1'-0"

SCALE: 1/8" = 1'-0" B

A

G

E

E

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EEF

F

F

F

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A A

1 1

2 2

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7.57.5

8 8

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B BC C DD EE F F GG

ALL HEADERS4X12 U.N.O.

ALL JOISTS 18" TJI 560 @ 16" O.C. U.N.O.

B

B

G

B

B

AA

A

A

A

A

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- 9'-0" X 9'-0" X 18" FTG W/ (2) LAYERS OF (15) #5 BARS E/W

- W8X35 STEEL POST


- 5" X 5" X 3/8" HSS STEEL POST






FOOTING SCHEDULE

SEE E-S5.1, F-S5.1, AND G-S5.3 FOR

FOOTING DETAILS

POST SCHEDULE

5 1/2" X 15" GLB

(2) 1 3/4" X 14" LVL

5 1/2" X 12" GLB

W18X35

W21X62CONTINUOUS

W21X62CONTINUOUS

W21X62CONTINUOUS

W21X62CONTINUOUS

W21X62CONTINUOUS

W21X62CONTINUOUS

5 1/2" X 15" GLB

3 1

/2"

X 1

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PA

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7'-0" 7'-0"18'-6" 18'-6"11'-0" 11'-0"7'-0" 7'-0"6'-6" 6'-6"

8'-6

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'-6

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30'-6" 30'-6"

15'-0 7/8"

(FIELD VERIFY)

15'-0 7/8"EXISTING CONCRETEWALL

12" X 16" DEEPENED SLAB EDGE W/ (2) CONT. #4 BARS

5" CONCRETE SLAB W/ #4 BARS @ 24" O.C. E/W

3'-0

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3'-0

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18" TJI 560D JOISTS @ 12" O.C. (UNDERFILING CABINETS)

24" X 16" CONT. FTGW/ (4) CONT. #4 BARS

18" TJI 560 JOISTS @

12" O.C.

10

4'-0

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10

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"

17

'-6

"

17

'-6

"

50'-0"

TRIPLE STUD

TRIPLE STUD

TRIPLE STUD

HU612 HANGER(FIELD VERIFY)

5 1/2" X 9" GLB

5 1/2" X 9"GLB

6X6 POSTSSEE ARCHPLANS

10

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10

'-5

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10

'-9

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'-9

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"

ROOF FRAMING PLAN

CANOPY FRAMING PLAN CANOPY FRAMING PLAN

CANOPY SECTION DETAIL

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STRAP BLOCKINGTOGETHER W/LSTA18

DTT2Z HOLDOWNW/ 1/2" THREADEDROD

LUS26 HANGER

ATTACH GABLE END TRUSS TOTOP PLATE W/A35 CLIPS @ 12" O.C.

BLOCKING BETWEEN TRUSSES ATTACH W/ A35 CLIPS

EAST CANOPYC-S2.0

SOUTH CANOPYD-S2.0

MIDDLE CANOPYB-S2.0

MA

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.

(DE

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8'-6

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'-3

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'-6

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'-6

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.

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OVERFRAMING

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3 1/2" X 10 1/2" GLB

3 1/2" X 10 1/2" GLB

10'-0"

FRAME BEAMINTO WALL

FRAME BEAMINTO WALL

5 1/2" X 12" GLB(TYP)

HHGU5.62-SDSHANGER

10

4'-0

"

17

'-6

"

2X8 DF @ 16" O.C. OR1 3/4" X 7 1/4" LVL @ 16" O.C.BALLOON FRAMED WALL.ATTACH TO PLATE ANDBEAM W/ A35 CLIPS @ EA STUD

6X6 POST W/CC66 POST CAP(TYP)

24" X 24" X 16" FTGW/ (3) #4 BARS E/WW/ CB66 POST BASE(TYP)

CCO66 POSTCAP

ENGINEER TO VERIFYTRUSSES PRIOR TOMANUFACTURING

10

'-5

1/2

"1

0'-9

1/2

"

30" X 60" PULL DOWN STAIRADJUST TRUSS SPACING AS NECESSARY

LOWER FLOOR LATERAL PLAN UPPER FLOOR LATERAL PLANSCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

A B

H

H

C

C

C

CC

A

A

A

A

A

A

B

B

B

B

BB

BB

D

S3.0 S3.0

S5.1

S5.1

S5.1

S5.1

S5.1

S5.1S5.1

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0

S5.0S5.0

S5.0S5.0

S5.1

A A

1 1

2 2

3 3

4 4

5 5

6 6

7 7

7.57.5

8 8

9 9

B BC CD DE EF FG

SW

1

SW1

SW4

SW

1A

(CO

NT

RA

CT

OR

VE

RIF

Y E

XIS

TIN

G S

HE

AT

HIN

G A

ND

NA

ILIN

G)

SW

6

SIL

L B

OL

TS

@ 1

8"

O.C

.

BLOCK ALL PANEL EDGES OF FLOOR SHEATHING AND NAIL BOUNDARY W/ 10d NAILS @ 2 1/2" O.C. MAX.(MIN. DIA: 0.148", MIN. LENGTH: 3")

BLOCK ALL PANEL EDGES OF FLOOR SHEATHING AND NAIL BOUNDARY W/ 10d NAILS @ 4" O.C. MAX.(MIN. DIA: 0.148", MIN. LENGTH: 3")

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NAIL TOP PLATE SPLICES W/ (16) 16d NAILS

@ EA SIDE OF SPLICESTRAP NAILER TO RIMBOARD W/ (2) MSTC52 ((1) EA SIDE)

MSTC52STRAP TO RIMBELOW



MSTC52STRAPTO RIMBELOW

MSTC52STRAPTO RIMBELOW

3 1/2" X 18" PARALAM CONTINUOUS DRAG(TYP @ GRIDLINES B&C)TIE TOGETHER W/ (2)HDU11 @ BREAKS IN DRAG STRUT

2

SW

1

SW

1

STRUCTURAL SECTION DETAIL

STRUCTURAL SECTION DETAIL

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

I

I

C

C

B

B

A

A

K

F

F

K

B

B

A

B

S5.1

S5.1

S5.2

S5.3

S5.2

S5.2

S5.2

S5.2

S5.1

S5.1

S5.1

S5.1

S5.0

S5.0

S4.0

S4.0

5 X 5 X 3/8" HSSSTEEL POST




1 1/8" PLYWOOD

1 1/8" PLYWOOD

MANUFACTUREDSTORAGE TRUSSES

(DESIGNED BY OTHERS)

MANUFACTUREDSTORAGE TRUSSES

(DESIGNED BY OTHERS)

NAILING AND SHEATHINGPER SHEARWALL PLAN




SEE FOUNDATION PLAN FOR FOOTING SIZE






EXISTING SLABON GRADE

EXISTING SLABON GRADE



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18" DIA NON-STRUCTURALSONO TUBE CONCRETE PILASTER W/ #3 HOOPS @12" O.C. (TYP)


1 3/4" X 18"LVL RIM

1 3/4" X 18"LVL RIM

W8X35 STEEL POST

W8X35 STEEL POST

W18X35BEAM

W18X35BEAM

W8X35 STEEL POST

W8X35 STEEL POST

18" TJI 560 FLOORJOISTS @ 16" O.C.

18" TJI 560 FLOORJOISTS @ 16" O.C.

3 1/2" X 18"PARALAM DRAG




W21X62BEAM

W21X62BEAM

ROOFING O/ 5/8" SHEATHINGNAIL W/ 8d @ 6" O.C. @ BOUNDARY EDGES

NON-BEARINGWALL

NON-BEARINGWALL

SEE FRAMINGPLAN FOR BEAMSIZE

SEE FRAMINGPLAN FOR BEAMSIZE

EXISTING DEEPENEDSLAB CONT. FOOTING

EXISTING DEEPENEDSLAB CONT. FOOTING

SIM

STRAP TOPPLATE TOBEAM W/MSTC52

MOMENT FRAME SECTION MOMENT FRAME SECTION MOMENT FRAME CONNECTION DETAIL

MOMENT FRAME SECTION DETAILMOMENT FRAME SECTION DETAIL

SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"

SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"

EE

EE EE

DC

C D E

BA

S5.1S5.1

S5.0S5.0 S5.0S5.0

S5.0S5.0

S5.0 S5.0 S5.0

S5.0S5.0

7/8" THREADEDROD

7/8" THREADEDROD

1 1/8" PLYWOOD1 1/8" PLYWOOD

SEE FOUNDATION PLANFOR FOOTING SIZE




1 1/8" PLYWOOD

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W8X35 STEEL POST

W8X35 STEEL POST

W8X35 STEEL POST

W8X35 STEEL POST


1/4"

1/4"

CJPCJP

CJP

CJP

CJP

CJP

CJP

1 3/4" X 18" BLOCKINGBETWEEN JOISTS(TYP)

3 1/2" X 18" PARALAMDRAG



ATTACH PARALAM DRAGTO NAILER W/ A35 CLIPS@ 6" O.C. NAIL W/ 8d X 1 1/2" NAILS (TYP)


18" TJI 560 FLOORJOISTS. SEE FRAMINGPLAN FOR SPACING

HDU11 HOLDOWN

HDU11 HOLDOWN

HDU11 HOLDOWNHDU11 HOLDOWN

HDU11 HOLDOWN

ATTACH 4X NAILER TO STEEL BEAM W/ 5/8" WELDED STUDS @ 16" O.C.

ATTACH 4X NAILER TO STEEL BEAM W/ 5/8" WELDED STUDS @ 16" O.C.

BOLTS MAY BECOUNTERSUNK 3/4" MAX.

BOLTS MAY BECOUNTERSUNK 3/4" MAX.

NAIL PLYWOOD TO PARALAM BEAM W/ 10d NAILS @ 2" O.C.(STAGGER NAILS)

NAIL PLYWOOD TO PARALAM DRAG W/ 10d NAILS @ 2" O.C.(STAGGER NAILS)

NAIL PLYWOOD TO PARALAM DRAG W/ 10d NAILS @ 2" O.C.(STAGGER NAILS)

1 3/4" X 18" LVLBLOCKING




18" TJI 560 JOISTSSEE FRAMING FORSPACING1 1/8" PLYWOOD


18" TJI 560 JOISTSSEE FRAMING FORSPACING 1 3/4" X 18" LVL

BLOCKING

5/16" PLATE

ATTACH LVL BLOCKING TONAILER W/ A35 CLIPS @6" O.C. NAIL W/ 8d X 1 1/2" NAILS (TYP)

ATTACH LVL BLOCKING TO NAILER W/ A35 CLIPS@ 6" O.C. NAIL W/ 8d X 1 1/2" NAILS (TYP)

NAIL PLYWOOD TO LVL BLOCKING W/ 10d NAILS @ 2" O.C.

NAIL PLYWOOD TO LVL BLOCKING W/ 10d NAILS @ 2" O.C.

CONTINUOUS BEAM

CONTINUOUS BEAM

ATTACH 4X NAILER TO STEEL BEAM W/ 5/8" WELDED STUDS @ 16" O.C.(TYP)

ATTACH 4X NAILER TO STEEL BEAM W/ 5/8" WELDED STUDS @ 16" O.C.(TYP)

S5.1 1 1/2" = 1'-0"

SHEARWALL SILL BOLT DETAILB

1/2"

MIN. 3" X 3" X .229PLATE WASHER. EDGEMUST BE WITHIN 1/2" OF EDGE OF SILL PLATE.NOTE: A 4 1/2" PLATEMAY BE USED W/ THEANCHOR BOLT CENTEREDIN THE SILL PLATE FOR EASEOF CONSTRUCTION.

SINGLE SIDED SHEARWALL

SHEATHING ANDNAILING PERSHEARWALL SCHEDULE

NOTE: PLATES MAY BE SLOTTED FOR

EASE OF CONSTRUCTION

WALL TO BEAM HOLDOWN (TYP.)

WALL TO BEAM DETAIL

SCALE: 3/4" = 1'-0"

SCALE: 1" = 1'-0"

(2) 2 x 6's @ STRAPLOCATION (TYP.)

SIMPSON MSTC52 STRAP TIEW/ (24) 16d SINKERS ABOVEAND BELOW FLOOR JOISTS

WRAP STRAP AROUND BEAM (SEE FRAMING PLANFOR BEAM SIZE)

FLOOR FRAMING

S5.1

S5.1

C

J

S5.1 1 1/2" = 1'-0"

SHEARWALL SILL BOLT DETAILA

1/2"1/2"

DOUBLE SIDED SHEARWALL

NOTE: PLATES MAY BE SLOTTED FOR

EASE OF CONSTRUCTION

INTERIOR SHEARWALL DETAIL

COLUMN FOOTING DETAIL

COLUMN FOOTING DETAILCUSTOM BUCKET DETAIL

SHEARWALL CONNECTION DETAIL

FOOTING/BASE PLATE DETAIL

SCALE: 3/4" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"

SCALE: 1/2" = 1'-0"

SCALE: 1" = 1'-0"

D

F

KI

H

E

S5.1

S5.1

S5.1S5.1

S5.1

S5.1

CJP

CJP

ELEVATOR PIT SECTION DETAILSCALE: 1/2" = 1'-0"

1 1/2" X 1/8" BANDEDBEARING BAR GRATINGH.D. GALVANIZED(IF APPLICABLE)

#4 BARS @ 12" O.C. E/W

VERT. #4 BARS @ 12" O.C.

#4 BARS @ 8" O.C. E/WCENTERED IN SLAB

GS5.1

7'-6" (CONTRACTOR TO VERIFY)

2"1'-0"

8"

4'-0

"1

2"

1'-0"

2'-6

"

8"

6"

BENT #4 BARS@ 12" O.C.

CO

NT

RA

CT

OR

TO

VE

RIF

Y

HORIZ. #4 BARS @ 12" O.C.

13" x 13" x 1" STEELPLATE W/ (4) 1 1/8"BOLT HOLES

(4) 1" X 16" HEADEDANCHOR BOLTS

1"13"

13"

1/4"

1/4"

3"

CL

R.

3"

CL

R.

SEE FOUNDATION PLANFOR COLUMN SIZE

VA

RIE

S-S

EE

FO

UN

DA

TIO

N P

LA

N

VA

RIE

S-S

EE

FO

UN

DA

TIO

N P

LA

N

1/4"

1/4"

1/4"

1/4"

1/4"

CONCRETE SLAB

1 1/2" +/- NON-SHRINK GROUT

SEE PLANS FOR FOOTING SIZEAND REINFORCEMENT REQUIREMENTSSEE PLANS FOR FOOTING SIZE

AND REINFORCEMENT REQUIREMENTS

SEE PLANS FOR FOOTING SIZEAND REINFORCEMENT REQUIREMENTS

1 1/2"1 1/2"

1 1/2"

1 1/2"

1 1/2"1 1/2"

1 1/2"

1 1/2"

10"

10"

1 1/2"1 1/2"

1 1/2"

1 1/2"

10" 3/4"

8"

8"

8"11"

11"

SEE FOUNDATION PLANFOR COLUMN SIZE CONCRETE

SLAB

3"

CO

VE

R

EDGE OF EXISTING FOOTING

#3 TIES @ 6" O.C.

5 1/2"

2 3/4"

1"

1"

9"

16d @ 4" O.C.

BEAM PER FLOORFRAMING PLAN

FLOOR JOIST PERFRAMING PLAN

#3 TIES @ 6" O.C.

(4) VERTICAL #5 BARS

(4) VERTICAL #5 BARS

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NAILING AND SHEATHING PER SHEARWALL PLAN

24" X 24" X 24" SUMP

1 3/4" LVL BLOCKING

EXISTINGCONCRETE SLABEXISTING

CONCRETE SLAB

(2) #4 BARS

HSS STEEL POSTPER FRAMING PLAN

SHEARWALLEND STUD

ATTACH END STUDTO HSS POST W/SIMPSON STRONGDRIVE TB1460S SCREWS @ 3" O.C.(STAGGER)

TOP VIEW

3/4" BASEPLATE FORHSS 5 X 5 COLUMNS

W8X35 STEELPOST

STEEL POST PER FLOOR FRAMING PLAN

SHEATHING ANDNAILING PERSHEARWALL SCHEDULE

MIN. 4 1/2" X 3" X .229 PLATE WASHER. EDGE OF PLATE MUST BE WITHIN 1/2" OF EDGE OF SILL PLATE @ BOTH SIDES OF WALL.

SEE SILL BOLTDETAIL B-S5.1

ATTACH RIM TO TOPPLATE W/ A35 CLIPS @ 24" O.C.

18" TJI 560 JOISTSSEE FRAMING FORSPACING

1 1/8" PLYWOOD

1/4" STEEL BUCKET W/ (2) 13/16" HOLES FOR (2) 3/4" BOLTS

3/8" END PLATE

1 1/2"

1 1/4"

3"

3" 1/4"

6"1/4"

7 1/2" BEAM PERFRAMING HSS STEEL

POST PERFRAMING

ATTACH BLOCKING TO BEAM W/ A35 CLIPS @ 6" O.C.

16d @ 4" O.C.

10d @ 2 1/2" O.C.

3"

CL

R.

3"

CL

R.

THE ELEVATOR PIT HAS BEEN DESIGNEDTO RESIST THE HYDROSTATIC PRESSURE

INDUCED BY A 100-YR FLOOD

1 3/4" X 18"LVL RIM

STEEL PLATE W/ (4) 11/16" Ø HOLES FOR (4) 5/8" DIA. ANCHOR BOLTS.(MIN EMBED 6")

STRAP NAILER TOBEAM W/ MSTC52STRAP TO DOUBLETOP PLATE @ SIM

TYPICAL BEAM TO POST DETAIL

LEDGER ATTACHMENT DETAIL

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"

S5.2

S5.2

J

CCUT TRUSS DETAIL

TYPICAL FRAMED BEAM SHEAR PLATE BOLTING DETAIL TYPICAL FRAMED BEAM CONNECTIONS

TRUSS CONNECTION DETAILSCALE: 3/4" = 1'-0"

NOT TO SCALE NOT TO SCALE

SCALE: 1/2" = 1'-0"

B

E F

AS5.2

S5.2 S5.2

S5.2

2x6's @ 16" O.C.

FLOOR SHEATHING

SEE ARCH PLANS FORRISER AND TREAD REQUIREMENTS

S5.2 SCALE: 1" = 1'-0"

STAIR SECTION DETAIL

SIMPSON LSSU210-2

DOUBLE 2x12 STRINGERS@ 12" O.C.

D

ATTACH P.T. 2 X 12 TO SLAB W/ (2) ROWSOF L.V.F.s @ 12" O.C.

3/16"

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FLOOR FRAMINGNAIL 3/4" X 18" X TRUSS HEIGHT PLYWOOD GUSSETTO EA SIDE OF TRUSS W/8d NAILS @ 4" O.C.

NEW VERTICAL2X CHORD

HU212HANGERSLOPED

2X LEDGER

2X12 RAFTER

EXISTING TRUSS

STAIR 2 - FIRST FLOOR PLAN STAIR 2 - SECOND FLOOR PLAN

SCALE: 1" = 1'-0"

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"I

G H

S5.2

S5.2 S5.2

BI

A

A G

G

S5.3S5.2

S5.3

S5.3 S5.3

S5.3

C12X20.7 (TYP.)

L3X3X5/16 TO SUPPORTDECKING (TYP.) L3X3X5/16 (TYP.)

C12X20.7 (TYP.)

L3X3X5/16TO SUPPORTDECKING

STAIR STRINGER

1/2" HILTI KWIK BOLT(MIN EMBED = 3 1/4")

4" LONG L3X3X1/4" EACH STRINGER

CONTINUOUS FOOTINGSEE FOUNDATION PLAN

STAIR ANCHORAGE DETAIL

COPE BEAMS PERAISC STANDARDSSTIFFENER PLATE

PER TABLE

SEE PLAN FORBEAM SIZES

1/4

THICKNESS PLUS UPTO 1/8"

1/4

1/4"

1/4"

1/4"

3/16"

1/4

1/4

TYP.

1 1/2"

3" TYP.

1 1/2" MIN.

"h"

L3 1/2 x 3 x 3/8

COPE PER AISC COPE PER AISC COPE PER AISC

WF BEAMSEE PLAN

WF BEAMSEE PLAN

FRAMED BEAMSEE PLAN

FRAMED BEAMSEE PLAN

FRAMED BEAMSEE PLAN

ALT. BOLTED/WELDED ALL BOLTEDBOLTED/WELDED

1" RETURN AT TOP

(3)SIDES

3 SIDES

(3)SIDES

SUPPORTEDBEAM

3/4" DIA.A325NBOLTS

STIFFENERPLATE

t h min

W27

W24

W21

W18

W16

W12

W10

3/8"

3/8"

3/8"

3/8"

3/8"

1/4"

1/4"

FULL HT.

FULL HT.

FULL HT.

FULL HT.

FULL HT.

9"

7"

8

7

6

5

4

3

2

1. ALL BOLTS TO BE ASTM A325N, INSTALLED TO SNUG-TIGHT CONDITION AND TIGHTENED PER TURN-OF-THE-NUT METHOD.

2. TYPICAL BOLT SPACING = 3" ON CENTER (UNLESS NOTED OTHERWISE)

3. BOLTS TO BE INSTALLED IN STANDARD HOLES. WHERE BOTH ENDS OF A PIECE ARE TO BE BOLTED, ONE END MAY HAVE BOLTS INSTALLED USING HORIZONTAL SHORT SLOTTED HOLES IN EITHER THE BEAM WEB OR SHEAR PLATE/ANGLE (BUT NOT BOTH) PER AISC SPECIFICATIONS.

4. SEE DETAIL F-S5.2 FOR ALTERNATIVE CONNECTIONS.

3 1/2"

1 1/2"

BOLTS PERTABLE

1 1/2"1 1/2"

FRAMED BEAM WEB

WIDE FLANGE BEAMSEE PLAN

2X BLOCKING BETWEENTRUSSES

HUS410 HANGER

BOLT BLOCKING TOBEAM W/ 1/2" BOLTS@ 24" O.C. (STAGGER)

SIMPSON H1 TIES@ EA TRUSS

PLYWOOD

MANUFACTUREDTRUSSES

2X BLOCKING

10d @ 3" O.C.

ATTACH BLOCKING TO TOP PLATE W/A35 CLIPS @ 12" O.C.

ATTACH LEDGERTO EA STUD W/(3) 1/4" X 3 1/2" SDSSCREWS

C12X20.7(TYP)

C12X20.7

C12X20.7

BEAM PER FRAMING PLAN

NUMBER OF BOLTS PERE-S5.2



SEE FRAMING PLANSFOR COLUMN SIZE

SEE FRAMING PLANSFOR BEAM SIZE

3/4" STEEL PLATEBEAM WIDTH + 1/2"

SHEATHING AND NAILINGPER SHEARWALL PLAN

2X REINFORCEMENT

HSS 8X8X3/8" TOP FLUSH W/ ANGLE TO SUPPORT DECKING

HSS 8X8X3/8" TOP FLUSH W/ ANGLE TO SUPPORT DECKING

HSS 8X8X3/8" POST

HSS 8X8X3/8" POST

(3) 1 3/4" X 11 7/8"LVL BEAM

BEAM TO POST CONNECTION

BEAM TO POST CONNECTION BEAM TO POST CONNECTION

RAFTER CONNECTION DETAILSCALE: 1" = 1'-0"

SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0" S5.3

S5.3 S5.3

S5.3D

E F

C

COLUMN FOOTING DETAILSCALE: 1" = 1'-0"

GS5.3

3/8"

3"

CL

R.

3"

CL

R.

SEE FOUNDATION PLANFOR COLUMN SIZE

VA

RIE

S-S

EE

FO

UN

DA

TIO

N P

LA

N

1/4"

1/4"

1/4" 1/4"

1/4"

3/8"

CONCRETE SLAB

1 1/2" +/- NON-SHRINK GROUT

SEE PLANS FOR FOOTING SIZEAND REINFORCEMENT REQUIREMENTS

RE

VIS

ION

S

DA

TE

DE

SC

RIP

TIO

NN

o.

JOB NO.

SHEET

DATE:

DRAWN:

SCALE: AS SHOWN

SH

EE

T T

ITL

E:

PR

OJE

CT

:

LO

CA

TIO

N:

CL

IEN

T:

P.O

. B

OX

26

46

, C

OR

VA

LL

IS, O

R 9

73

39

ST

AB

ILIT

Y

TE

L.: (

54

1)2

23

-53

60

F

AX

: (5

41

)22

3-5

27

8

77

7 N

E 2

ND

ST

. S

UIT

E 2

80

EN

GIN

EE

RIN

GIN

C.

S5.3

LW

16-0207

6/26/2017

6/26/2017

DE

TA

ILS

CA

RL

SO

N V

EIT

AR

CH

ITE

CT

S

AV

ER

Y C

OM

PL

EX

AD

DIT

ION

36

0 S

W A

VE

RY

AV

EN

UE

CO

RV

AL

LIS

, O

RE

GO

N 9

73

33

2X12 RAFTER

UPPER LANDING SECTIONLANDING SECTIONSCALE: 1" = 1'-0"SCALE: 1" = 1'-0"

BAS5.3S5.3

3'-6

"

3'-2

"0

'-4"

3'-6

"

3'-2

"0

'-4"

0'-7

"

0'-11"

1/8" PER FT. (MIN)

1/8" PER FT. (MIN)

CONC. OVER METAL DECK

HSS3X2X3/16

HSS 1X1X1/8" PICKETS

LOWER LANDING

1" BASEPLATE FORHSS 8 X 8 COLUMNS

3/16"

3/16"

1/4"

1/4"

1/4"

1/4"1/4"

1/4"

1/4"

1/4"

1/4"

1/8"

3/16"

1/4"

3/8"

EA END(PICKETS)

3 SIDES

HSS TOCHANNEL

HSS TOHSS BEAM

1 1/2"

1 1/4"

3"

3" 1/4"

6" 1/4"

7 1/2"C12X20.7

L2X2X1/8" X 8"

CONC TREADS W/ 7" RISE AND 11" TREAD.SEE ARCHITECTURALPLANS. (TYP)

C12X20.7(TYP)

L3X3X5/16"STEEL ANGLE

L3X3X5/16"STEEL ANGLE(TYP)

L3X3X5/16"STEEL ANGLE(TYP)

1/4" STEEL BUCKET W/ (2) 13/16" HOLES FOR (2) 3/4" BOLTS


1 1/8" PLYWOODSTRAP NAILER TOLVL DRAG W/ MSTC52


SEE FRAMING FORCOLUMN SIZE

SEE FRAMINGFOR BEAM SIZE

SEE FRAMING FOR BEAM SIZE

1 3/4" X 18" LVLRIM

12" X 3 1/2" X 3/8"STIFFENER PLATEW/ (4) 13/16" BOLTHOLES

(4) 3/4" BOLTS

4X NAILER(TYP)

4X NAILER(TYP)

SEE FRAMING PLANFOR BEAM SIZE

1 3/4" X 18" LVL

1 1/8" PLYWOOD18" TJI 560 JOISTSSEE FRAMING PLANFOR SPACING

SEE FRAMING PLANFOR COLUMN SIZE

MANUFACTUREDROOF TRUSSES

FULL HEIGHT BLOCKINGBETWEEN EA TRUSS

HU212HANGERSLOPED

HANG RAFTER OFFFULL HEIGHT BLOCKING

A35 CLIPS @ 6" O.C.(TYP)

STRAP DOUBLETOP PLATE TOGETHER W/MSTC52

SIMPSON CCO POST CAPW/ (4) 3/4" BOLTS

HSS 8X8X3/8"

HSS 8X8X3/8"

HSS 3X2X3/16"

HSS 3X3X3/16" POST@ 48" O.C. MAX.

SEE FRAMINGPLAN FOR BEAM SIZE

SEE FRAMINGPLAN FORBEAM SIZE

SEE FRAMINGPLAN FORCOLUMN SIZE

2" 2"

2"

2"2" 2"

1"

10"

14"

14" 10"

10"

STEEL PLATE W/ (4) 17/16" Ø HOLES FOR (4) 1" DIA. ANCHOR BOLTS. (MIN EMBED 18")

(4) 1" HEADEDANCHOR BOLTS

S0 = 3/4" to 1" 1.) ... detailing reinforced concrete structures", aci 315 ... j. lap all bar reinforcing per aci 318.

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