2

PROJECT NO:

SHEET NO:

CONTENTS:

DATE:

3

REVISIONS:

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PR

OJE

CT

:

P.O. Box 159

Huxley, IA 50124

Phone: (515) 597-5457

Fax: (515) 597-5461

www.jcorp.biz

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ARCHITECTURAL STRUCTURAL

CONSTRUCTION ENGINEERING

Corpc o n s u l t i n g e n g i n e e r s

J , inc.

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Expires: 12-31-09

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Foundation Plan

Foundation Sections

S1

SCALE:

7

Foundation Plan

3/32"=1'-0"

SCALE:

1

Foundation Section

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

2

Foundation Section

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

3

Foundation Section

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

5

Foundation Section

1/2"=1'-0"

SCALE:

6

Foundation Section

1/2"=1'-0"

SCALE:

4

Foundation Section

1/2"=1'-0"

2

PROJECT NO:

SHEET NO:

CONTENTS:

DATE:

3

REVISIONS:

1

PR

OJE

CT

:

P.O. Box 159

Huxley, IA 50124

Phone: (515) 597-5457

Fax: (515) 597-5461

www.jcorp.biz

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ARCHITECTURAL STRUCTURAL

CONSTRUCTION ENGINEERING

Corpc o n s u l t i n g e n g i n e e r s

J , inc.

CE

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Framing Plans

S2

SCALE:

2

Third Floor Framing Plan

3/32"=1'-0"

SCALE:

1

Second Floor Framing Plan

3/32"=1'-0"

SCALE:

3

Deck Framing Plan

3/16"=1'-0"

SCALE:

4

Garage Portal Frame

3/4"=1'-0"

SCALE:

5

Garage Header Section

3/4"=1'-0"

SCALE:

6

Garage Header Support / Shear Wall Plan

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

2

PROJECT NO:

SHEET NO:

CONTENTS:

DATE:

3

REVISIONS:

1

PR

OJE

CT

:

P.O. Box 159

Huxley, IA 50124

Phone: (515) 597-5457

Fax: (515) 597-5461

www.jcorp.biz

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ARCHITECTURAL STRUCTURAL

CONSTRUCTION ENGINEERING

Corpc o n s u l t i n g e n g i n e e r s

J , inc.

CE

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Expires: 12-31-09

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Roof Framing Plan

S3

UP TO 4' SPAN (2) 2x8's -

(SINGLE CRIPPLE SUPPORT)

UP TO 6' SPAN (2) 9

1

2

" MICROLAMS -

(DOUBLE CRIPPLE SUPPORT)

= 40 PSF

= 15 PSF TOP CHORD (INCLUDES 3/4" GYPCRETE)

= 10 PSF BOTTOM CHORD

= 65 PSF (NO LIVE LOAD REDUCTION USED)

LIVE LOAD

DEAD LOAD

TOTAL

= 40 PSF

= 15 PSF TOP CHORD (INCLUDES 3/4" GYPCRETE)

= 10 PSF BOTTOM CHORD

= 65 PSF (NO LIVE LOAD REDUCTION USED)

FLOOR DESIGN LOADING

LIVE LOAD

DEAD LOAD

TOTAL

= 30 PSF (ADD DRIFTING WHERE REQUIRED)

= 10 PSF

= 10 PSF

= 50 PSF

ROOF DESIGN LOADING

LIVE LOAD (GROUND SNOW)

TOP CHORD DEAD LOAD

BOTTOM CHORD DEAD LOAD

TOTAL

LATERAL DESIGN LOADING

OVERTURNING FACTOR OF SAFETY 1.5

IMPORTANCE FACTOR 1.0

BASIC WIND SPEED 90 MPH

WIND EXPOSURE B

SEISMIC SITE CLASIFICATION D

SEISMIC DESIGN CATEGORY A

NOTE : BUILD AS

INSULATED BOX

HEADERS IN ALL

EXTERIOR WALLS

HEADER SCHEDULE

1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL

BUILDING CODE AS AMENDED AND ADOPTED BY YHE CITY OF ALTOONA, IOWA.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND

REPORT ALL DISCREPANCIES TO JCORP, INC. CONSULTING ENGINEERS.

3. SILL ANCHORS TO BE 1/2" DIAMETER BOLTS MIN. 4'-0" O.C. EMBEDDED A MINIMUM OF 7"

INTO THE CONCRETE, @ 4'-0" O.C. MAX. AND 1'-0" MAX. FROM THE END OF ANY SILL PLATE.

AT INTERIOR SHEAR WALL LOCATIONS, AS AN ALTERNATE TO ANCHOR BOLTS,

SECURE PLATES WITH 1/2" DIA x 7" MIN. EMBEDMENT (10" LONG) EXPANSION ANCHORS.

4. THE FOOTING DESIGN IS BASED ON A MIN. BEARING CAPACITY OF 2000 PSF FOR

CONTINUOUS FOOTINGS AND 2500 PSF FOR ISOLATED SPREAD FOOTINGS. OWNER TO

OBTAIN THE SERVICES OF A GEOTECH TO VERIFY BEARING MATERIAL CAPACITY PRIOR

TO PLACING CONCRETE.

5. FORMED WALLS SHOWN TO BE FORMED & POURED 7 1/2" WIDE & 11 1/2" WIDE MAY BE

SUBSTITUTED WITH 8" WIDE & 12" WIDE RESPECTIVELY

6. SEE MECHANICAL PLANS FOR UNDER SLAB PLUMBING PLACEMENT

PRIOR TO POURING SLAB.

7. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

4000 PSI IN 28 DAYS AND BE PLACED PER ACI 301 "SPECIFICATIONS FOR

STRUCTURAL CONCRETE OF BUILDINGS".

8. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. LAP CONTINUOUS

REINFORCING 1'-6" MIN. PROVIDE CORNER BARS IN FOOTINGS AND WALLS

LAPPED 2'-0" MIN. WITH LONGITUDINAL STEEL. BEND AND PLACE REBAR PER

ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".

9. ALL STRUCTURAL FRAMING LUMBER SHALL BE CLEARLY MARKED AND OF A QUALITY

TO MEET THE FOLLOWING MINIMUM GRADE REQUIREMENTS OR BETTER:

DOUGLAS FIR-LARCH (DFL) STUD GRADE

LOAD BEARING STUDS AT EXTERIOR WALLS: SINGLE 2x6- FIRST & SECOND LEVEL

SINGLE 2x4- THIRD LEVEL

LOAD BEARING STUDS AT INTERIOR CORRIDORS: SINGLE 2x6- ALL LEVELS

LOAD BEARING STUDS AT OTHER LOCATIONS: SINGLE 2x4- ALL LEVELS

JOISTS & HEADERS: DOUGLAS FIR-LARCH (DFL) NO.2 OR MICROLAMS PER NOTE 17

PLATES, NAILERS & BRACING: DOUGLAS FIR-LARCH (DFL) NO.3 OR

SPRUCE-PINE-FIR (SPF) NO.2

10. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE

PRESSURE TREATED PRESERVATIVE LUMBER.

11. ALL NAILING SHALL CONFORM TO IBC TABLE 2304.9.1.

12. ALL STUDS SHALL BE SPACED AT 16" O.C. MAXIMUM. STUDS SHALL ALIGN

VERTICALLY TO MATCH FLOOR TRUSS OR JOIST SPACING. EVERY THIRD

STUD SHALL ALIGN WITH ROOF TRUSSES SPACED AT 24" O.C. ABOVE.

13. FLOOR SHEATHING SHALL BE 3/4" THICK TONGUE AND GROOVE APA RATED 48/24

PLYWOOD. FASTEN TO SUPPORTS WITH GLUE AND 8d COMMON NAILS AT 4" O.C.

PANEL PERIMETER AND 8" O.C. AT INTERMEDIATE SUPPORTS. STAGGER JOINTS ONE

HALF SHEET.

14. ROOF SHEATHING SHALL BE 7/16" THICK O.S.B. WITH CLIPS AT MID-SPAN BETWEEN

TRUSSES. FASTEN TO SUPPORTS SAME AS FLOORS. STAGGER JOINTS ONE HALF SHEET.

15. EXTERIOR WALL SHEATHING SHALL BE 7/16" O.S.B. SHEATHING INSTALLED VERTICALLY.

CUT TO FIT FROM BOTTOM TO TOP PLATE. ADD HORIZONTAL BLOCKING WHERE REQ'D

AT PANEL SPLICES. FASTEN TO VERTICAL STUDS AND HORIZONTAL PLATES WITH 8d

COMMON GALVANIZED NAILS @ 4" O.C. AT PANEL EDGES (3/8" IN FROM EDGE) AND

12" O.C. AT INTERMEDIATE INTERIOR SUPPORTS.

16. INTERIOR UNIT SEPARATION AND STAIR TOWER WALLS SHEATHING AT SHEAR

WALL LOCATIONS NOTED SHALL BE 7/16 O.S.B. APPLY ONE LAYER TO ONE SIDE OF

STUD WALL (SAME SIDE ALL LEVELS) FULL HEIGHT. FASTEN O.S.B. w/ 8d x 2 1/2" LONG

COOLER NAILS @ 4"o.c. AT PANEL EDGES AND 12" o.c. AT INTERMEDIATE INTERIOR

SUPPORTS TO CONFORM TO IBC TABLE 2306.3.

17. INTERIOR CORRIDOR WALL SHEATHING SHALL BE 5/8" EXTERIOR GRADE GYPSUM

SHEATHING APPLIED BY FRAMER TO CORRIDOR SIDE OF WALL. FASTEN GYPSUM

BOARD w/ 8d GALVANIZED NAILS @ 4" o.c. AT PANEL EDGES AND 7" o.c. AT INTERMEDIATE

INTERIOR SUPPORTS TO CONFORM TO TABLE 2306.7. ALL EDGES TO BE BLOCKED.

18. LAMINATED VENEER LUMBER (LVL) BEAMS AND HEADERS SHALL BE "1.9E MICROLAM

LVL" AS MANUFACTURED BY TRUSS JOISTS MACMILLAN OR APPROVED EQUIVALENT.

19. WOOD FLOOR AND ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED, WOOD

CHORDS AND WOOD WEBS. PARALLEL CHORD FLOOR TRUSS MEMBERS SHALL BE

PLACED FLATWISE.

20. WOOD FLOOR AND ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED TO

SUPPORT THE DESIGN LOADS INDICATED BELOW.

21. THE MAXIMUM ALLOWABLE FLOOR TRUSS LIVE LOAD DEFLECTION SHALL

BE LIMITED TO SPAN/480 AND THE TOTAL LOAD DEFLECTION TO SPAN / 360. THE

MAXIMUM ALLOWABLE ROOF TRUSS LIVE LOAD DEFLECTION SHALL BE LIMITED

TO SPAN / 360 AND THE TOTAL LOAD DEFLECTION TO SPAN / 240.

22. THE TRUSS LAYOUTS SHOWN ARE SCHEMATIC ONLY.

23. THE TRUSS MANUFACTURER SHALL DESIGN AND FURNISH ALL CONNECTIONS AND

ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION OF TRUSS FRAMING

SYSTEM.

24. GIRDER TRUSSES WHERE INDICATED OR REQUIRED SHALL BE MULTI-PLYS AS

DETERMINED BY MANUFACTURER. CONTRACTOR SHALL PROVIDE STUDS FULL

HEIGHT EQUAL TO THE NUMBER OF PLYS. PROVIDE BLOCKING IN FLOOR TRUSS

SPACE TO TRANSFER CONTINUOUS SUPPORT.

25. REFERENCE A-SERIES DRAWINGS FOR DRAFTSTOP LOCATIONS IN FLOOR

AND ROOF FRAMING. DESIGN TRUSSES SO AS TO MINIMIZE ADDITIONAL FIELD

FRAMING AT THESE LOCATIONS AND TO ALLOW DRAFTSTOP SHEATHING TO BE

APPLIED IN SEQUENCE WITH TRUSS INSTALLATION.

26. TRUSS SHOP DRAWINGS ARE TO BE PREPARED AND SEALED BY A LICENSED

STRUCTURAL ENGINEER IN THE STATE OF IOWA AND SUBMITTED FOR REVIEW

BY JCorp, Inc. AND ARCHITECT PRIOR TO FABRICATION.

27. ROOF TRUSSES SHALL BE SECURED WITH SIMPSON H1 HOLD-DOWN FASTENERS

(OR APPROVED EQUAL) AT ALL BEARING LOCATIONS

STRUCTURAL NOTES

SCALE:

1

Framing Section

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

2

Framing Section

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

3

Framing Section

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

4

Framing Section

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

5

Framing Section

3/4"=1'-0"

2nd FLOOR THRU 3rd FLOOR

SHEAR WALL SHEATHING AND FASTENING PER

STRUCTURAL NOTE 15 AT ALL EXTERIOR WALLS & NOTE

16 AT ALL UNIT SEPARATION, STAIR TOWER WALLS &

NOTE 17 AT ALL CORRIDOR WALLS

1st FLOOR

ROOF

SH

2 (T

YP

)

SH1 (TYP)

SH

(T

YP

) R

E:

4, 5

&

6

/S

2

SCALE:

6

Roof Framing Plan

3/32"=1'-0"

SHEAR WALL PLANS

NOTES:

SH1 - EXTERIOR - (SEE NOTE 15 ON SHEET S3)

SH2 - UNIT SEPARATION / STAIRS - (SEE NOTE 16 ON SHEET S3)

SH3 - CORRIDOR - (SEE NOTE 17 ON SHEET S3)

SH3 (TYP)

SH1 (TYP)

SH

2 (T

YP

)

SH

2 (T

YP

)

SH1 (TYP)

SH3 (TYP)

SH1 (TYP)

SH

2 (T

YP

)

SH

1 (T

YP

)

SH

1 (T

YP

)

SH

1 (T

YP

)

SH

1 (T

YP

)

SH2 SH2

SH2 SH2

SH2 SH2

SH

2S

H2

SH

2

SH

2

SH

2

SH

2

SH

(T

YP

) R

E:

4, 5

&

6

/S

2

SH2

SH

2

SH

2

SH

2S

H2