B08_Sol_-_Attachment_2_-_Drawings_-_54_Pages.pdf

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REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

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07310.035

S 00

STRUCTURAL INFO SHEET

07310035- 3- S 00 STRUCTURAL INFO SHEET

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

S 00 STRUCTURAL INFO SHEET

S 01 STRUCTURAL NOTES

S 02 SPECIAL INSPECTIONS

S101 STAPLES HOUSE STRUCTURAL PLANS

S102 WRIGHT HOUSE STRUCTURAL PLANS

S103 ISAAC MILES HOUSE STRUCTURAL PLANS

S201 TYPICAL DETAILS

S202 TYPICAL DETAILS

S203 DETAILS

S204 DETAILS

SINGLE ANGLE LINTEL SCHEDULE

LINTEL CLEAR SPAN LINTEL SIZE LINTEL MINIMUM END BEARING

3 L4X4X1/4 4"

4 L4X4X1/4 4"

5 L4X4X5/16 4"

6 L4X4X3/8 8"

7 L4X4X3/8 8"

8 L6X4X3/8 8"

PAD FOOTING SCHEDULE

MARK PLAN SIZE DEPTH REINFORCING

F3.0 3'-0" X 3'-0" 1' - 0" (4) #5 BARS EACH WAY, BOTTOM

F4.0 4'-0" X 4'-0" 1' - 0" (5) #5 BARS EACH WAY, BOTTOM

CONT. FOOTING SCHEDULE

MARK WIDTH DEPTH REINFORCING

CF1-6 1' - 6" 1' - 0" (3) #5 BARS LONG. BOT

CF2-0 2' - 0" 1' - 0" (3) #5 BARS LONG. BOT

CIP WALL REINF. SCHEDULE

MARK WIDTH

VERTICAL REINF. HORIZONTAL REINF.

INSIDE FACE CENTERED SOIL FACE INSIDE FACE CENTERED SOIL FACE

A 0' - 10" #4 @ 1'-0" O.C. -- #4 @ 1'-0" O.C. #4 @ 1'-0" O.C. -- #4 @ 1'-0" O.C.

B 0' - 8" -- #4 @ 1'-0" O.C. -- -- #4 @ 1'-0" O.C. --

C 0' - 6" -- #4 @ 1'-0" O.C. -- -- #4 @ 1'-0" O.C. --

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

CIP WALL

CALLOUT

WALL FOOTING

CALLOUTS

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL NUMBER

SHEET NUMBER

INDICATES DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

SYMBOLS

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

SHEAR WALL

CALLOUT

CMU WALL

CALLOUT

METAL STUD

WALL CALLOUT

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE DRAWING

REF. NOTES ( )REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH / NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

PAD FOOTING

CALLOUTS

REFERENCE

DESIGNATION

FX.X

CONTINUOUS FOOTING

DESIGNATION

CFX-X

GBX-X

TSX-X

GRADE BEAM DESIGNATION

THICKENED SLAB

DESIGNATION

SHEAR WALL TYPE 'X'

MIN L = X'-X"

SHEAR WALL TYPE

DESIGNATION

SHEAR WALL LENGTH

HEADER CALLOUT

IN STUD WALL

LINTEL CALLOUT

IN MASONRY WALL

LETTER INDICATES

CMU WALL TYPE

LETTER INDICATES

CIP WALL TYPE

LETTER INDICATES

METAL STUD WALL TYPE

LINTEL DESIGNATIONL-X

HEADER DESIGNATIONH-X

X

X

X

STRUCTURAL SHEET LIST

PROJECT STRUCTURAL REFERENCED NOTES

XABBREVIATIONS SCHEDULES

MC MISCELLANEOUS CHANNELS

MECH MECHANICAL

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO NUMBER

NR NOT REQUIRED

NTS NOT TO SCALE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PC PRECAST

PERF PERFORATED

PLWD PLYWOOD

POL POLISH(ED)

PREFAB PREFABRICATED

PS PRESSED STEEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

RTU ROOF TOP UNIT

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT (FEET)

SHTG SHEATHING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO BACK

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STR STRUCTURAL

SUSP SUSPENDED

TEMP TEMPERATURE

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UNEX UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

W WIDE (WIDTH)

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WL WIND LOAD

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ALUMINUM

ANCH ANCHOR

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

AUTO AUTOMATIC

AVG AVERAGE

L ANGLE

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BW BOTH WAYS

C CHANNEL (STRUCTURAL

SHEETS)

CF CUBIC FEET

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CU YD CUBIC YARDS

D DEPTH (DEEP)

d PENNY (as in nail - 10d)

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DWG DRAWING

DWLS DOWELS

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR

BUILDING

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH

FLR FLOOR

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GRTG GRATING

GWB GYPSUM WALLBOARD

H or HT HEIGHT (HIGH)

HDR HEADER

HK HOOK

HORIZ HORIZONTAL(LY)

HPT HIGH POINT

HS HIGH STRENGTH

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

KIP or K KILOPOUND (1000 LBS)

KP KICK PLATE

L LENGTH (LONG)

LBS POUNDS

LDG LOADING

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONG LONGITUDINAL

LP LOW POINT

LT WT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

NORTH PLAN

NORTH

TRUE

NORTH

1 PROVIDE SIMPSON 'ABA' OR 'ABU' TYPE POST BASE FOR

CONNECTION OF EXIST. COLUMN TO NEW FTG.

2 NEW WINDOW WELL - SEE DETAIL INDICATED ON PLAN

3 NEW CONCRETE STAIR TO BASEMENT - SEE DETAIL INDICATED ON

PLAN

4 EXISTING FLOOR JOISTS - FIELD VERIFY AS REQUIRED

5 SALVAGE & RECONSTRUCT WOOD STAIR TO MATCH EXISTING

6 EXISTING STAIR OPENING IN FLOOR STRUCTURE - FIELD VERIFY AS

REQUIRED

7 STEEL FRAMING TO REPLACE EXISTING BEARING WALL IN

BASEMENT - FIELD VERIFY LOCATION

8 FULL EXTENTS OF SALVAGE & RECONSTRUCTION OF WOOD

DECK/PORCH TO MATCH EXISTING TBD BY SHORING CONTRACTOR.

9 THICKENED SLAB (8" THICK) UNDER EXISTING WOOD POST AT

STAIR

10 12"X12" CONC. PIER TO SUPPORT WOOD DECK - SEE DETAIL

INDICATED ON PLAN

11 FLOOR DRAIN - SEE MECH.

12 SUMP PIT - SEE MECH FOR LOCATION AND DETAILS. EXTERIOR

DRAIN TILES SHALL DRAIN TO SUMP PIT.

13 PROVIDE SUPPLEMENTAL JOIST (TO MATCH EXIST. FRAMING) AS

REQ'D FOR FLOOR STABILITY.

14 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET

S201 AND STRUCTURAL NOTES FOR MORE INFORMATION.

15 SALVAGE AS MUCH OF EXISTING. ADA RAMP AS POSSIBLE DURING

JACKING. REPLACE ANY DAMAGED OR REMOVED AREAS TO MATCH

EXISTING CONSTRUCTION

16 CONTINUE FOOTING REINF. AND EPOXY 6" INTO FOUNDATION WALL

USING HILTI HIT HY-200 ADHESIVE WHERE INTERSECTION OCCURS,

TYP. (ALTERNATE OPTION IS FOR CONTRACTOR TO STEP HIGHER

FOOTING DOWN)

17 SHORE AND SUPPORT EXIST. CHIMNEY AS REQ'D - ADD NEW

FOUNDATION DURING NEW FOUNDATION WALL PLACEMENT

18 SLOPE CONCRETE UP TO BOTTOM OF STAIRS TO AVOID UNEQUAL

STEP CONFIGURATION. BOTTOM RISER TO NEW CONCRETE SLAB

SHALL BE CONSISTENT WITH REST OF STAIRS RISER HEIGHTS.

FIELD VERIFY.

PIER SCHEDULE

MARK PLAN SIZE T.O. PIER DEPTH REINFORCING

P1.4 1'-4" DIAMETER 100' - 0" 4' - 0" (6) #6 VERTICAL BARS W/ #3 TIES @ 12"O.C.@ GRADE

DATE INITIAL

(402) 493-4800 www.schemmer.com

REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

54C U s e rs \t s c h m id t\ D o c u m e n ts

\R e v it te m p

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02/10/2023

07310.035

S 01

STRUCTURAL NOTES

07310035- 3- S 01 STRUCTURAL NOTES

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

APPLICABLE CODES AND STANDARDS

1. 2021 INTERNATIONAL BUILDING CODE

2. ACI 318-19 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

3. AISC 360-16 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

4. AWC NDS-2018 - NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION WITH 2018 SUPPLEMENT

DESIGN CRITERIA

FLOOR LIVE LOAD PSF

1. RESIDENTIAL - PRIVATE ROOMS 40

2. RESIDENTIAL - PUBLIC ROOMS 100

3. RESIDENTIAL - CORRIDORS - SAME AS AREA SERVED ---

4. SIDEWALKS, VEHICULAR DRIVEWAYS 250

5. STAIRS AND EXIT WAYS 100

6. STORAGE - LIGHT 125

ROOF LIVE LOAD PSF

1. ROOF LIVE LOAD (MINIMUM, NON-REDUCIBLE) 20

OTHER LIVE LOADS

1. PARTITIONS (LATERAL LOAD): 5 PSF

2. RAILING (LATERAL LOAD AT TOP): 50 PLF OR 200 LB

ROOF SNOW LOAD

1. GROUND SNOW LOAD (Pg): 25 PSF

2. FLAT-ROOF SNOW LOAD (Pf): 20 PSF

3. DRIFT SNOW LOAD PER ASCE 7-16

4. SNOW EXPOSURE FACTOR (Ce): 1.0

5. SNOW LOAD IMPORTANCE FACTOR (I): 1.0

6. THERMAL FACTOR (Ct): 1.0

WIND DESIGN DATA

1. ULTIMATE DESIGN WIND SPEED (Vult): 109 MPH

2. NOMINAL DESIGN WIND SPEED (Vasd): 84 MPH

3. RISK CATEGORY: II

4. WIND EXPOSURE: CATEGORY C

5. INTERNAL PRESSURE COEFFICIENT (GCpi): +/-0.18

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR (I): 1.0

2. RISK CATEGORY: II

3. 0.2 SEC SPECTRAL RESPONSE ACCELERATION (SS): 0.078

4. 1.0 SEC SPECTRAL RESPONSE ACCELERATION (S1): 0.060

5. SITE CLASS: D

6. 0.2 SEC SPECTRAL RESPONSE COEFFICIENT (SDS): 0.083

7. 1.0 SEC SPECTRAL RESPONSE COEFFICIENT (SD1): 0.096

8. SEISMIC DESIGN CATEGORY: B

9. ANALYSIS PROCEDURE USED:

A. EQUIVALENT LATERAL FORCE PROCEDURE

MATERIAL DATA

CONCRETE AND REINFORCING

1. CONCRETE STRENGTH (f'c @ 28 DAYS)

A. FOOTINGS 3,000 PSI

B. FOUNDATION WALLS 4,500 PSI

C. GRADE SUPPORTED SLABS 4,000 PSI

D. CONCRETE NOT SPECIFIED 3,000 PSI

2. ALL CONCRETE EXPOSED TO FREEZE-THAW CONDITIONS SHALL HAVE A

MINIMUM STRENGTH (f'c @ 28 DAYS) OF 4,500 PSI. THIS DOES NOT INCLUDE

FOOTINGS/GRADE BEAMS THAT ARE COVERED BY SOIL.

3. CEMENT TYPE: PORTLAND TYPE 1L

4. AGGREGATES

A. NORMAL WEIGHT, 1 1/2" MAX. SIZE - ASTM C33

B. PROVIDE AGGREGATES FREE OF MATERIALS WITH DELETERIOUS

REACTIVITY TO ALKALI IN CEMENT, FROM A SINGLE SOURCE WITH

DOCUMENTED SERVICE RECORD DATA OF AT LEAST 10 YEARS

SATISFACTORY SERVICE IN SIMILAR APPLICATIONS AND SERVICE

CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS

MATERIALS.

5. REINFORCING STEEL ASTM A615, GRADE 60

6. REINFORCING STEEL ASTM A706, WELDABLE

7. WELDED WIRE FABRIC ASTM A185

8. PREFORMED EXPANSION JOINT (1/2") ASTM D1751

STEEL

1. STRUCTURAL STEEL (WIDE FLANGES) ASTM A992, GRADE 50

2. STRUCTURAL STEEL (ALL OTHER TYPES) ASTM A36

3. STRUCTURAL STEEL PIPE ASTM A53, GRADE B,

SCH. 40

4. STRUCTURAL TUBE ASTM A500, GRADE C

5. ANCHOR RODS ASTM F1554, GRADE 55

WITH WELDING

SUPPLEMENT S1

6. BOLTED CONNECTIONS ASTM F3125, GRADE A325N

7. WELDED CONNECTIONS E70XX ELECTRODES

8. WELDED CONNECTIONS (GALVANIZED) E6010 OR E6011

ELECTRODES

WOOD

1. WOOD SPECIES: SPRUCE PINE FIR (SPF) - 19% MAX. MOISTURE CONTENT

2. MEMBER GRADES (UNLESS OTHERWISE INDICATED ON PLAN)

A. STUDS NO. 2

B. BLOCKING STUD

C. ROOF RAFTERS NO. 2

D. FLOOR JOISTS NO. 2

E. FLOOR BEAMS NO. 2

F. COLUMNS AND POSTS NO. 2

G. HEADERS AND LEDGERS NO. 2

STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE

BUILDING CODE.

2. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS

A COMPLETED STRUCTURE

A. APPLICATION OF ANY LOADS TO THE PARTIALLY COMPLETED

STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO

INCLUDED IN THE DESIGN OF THE SHORING, BRACING, FORMWORK,

AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR

CONSTRUCTION OF THE STRUCTURE.

B. WHERE CONSTRUCTION MATERIAL AND EQUIPMENT ARE TEMPORARILY

STORED ON THE ROOF OR FLOOR FRAMING, THEY SHALL BE

DISTRIBUTED SO THAT THE DESIGN LIVE LOAD AT THE LOADED AREA IS

NOT EXCEEDED.

C. DO NOT BACKFILL AGAINST WALLS OR OTHER STRUCTURAL ELEMENTS

UNTIL SUCH ELEMENTS HAVE REACHED THEIR INTENDED STRENGTH,

HAVE BEEN ADEQUATELY BRACED, AND/OR HAVE OTHER INTEGRAL

STRUCTURAL ELEMENTS IN PLACE WHICH ARE INTENDED TO RESIST

THE LATERAL EARTH LOADS.

3. DETAILS ON THE DRAWINGS INDICATED AS "TYPICAL" APPLY IN ALL AREAS

WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR.

4. THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP

ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF

PREPARATION OF SHOP ERECTION DRAWINGS SIGNIFIES THE USERS'

ACCEPTANCE THAT ALL INFORMATION SHOWN IS CORRECT AND

APPROPRIATE FOR SHOP DRAWINGS AND THAT THE USER WILL BE FULLY

RESPONSIBLE FOR EXPENSES THAT MAY OCCUR FROM SAID ACCEPTANCE.

5. UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR

FUTURE FLOORS, ROOFS, OR OTHER LOADS.

COORDINATION/VERIFICATION

1. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE

PROCEEDING WITH ANY PHASE OF THE WORK.

2. ANY PROPRIETARY STRUCTURAL SYSTEMS THAT ARE COMPOSED OF

COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE

SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND

ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE

SUPPLIER.

3. CROSS REFERENCE STRUCTURAL DRAWINGS WITH MECHANICAL AND

ELECTRICAL DRAWINGS, AND WITH THE ACTUAL EQUIPMENT SUPPLIED TO

THE PROJECT, FOR THE LOCATION AND SIZE OF ALL SLAB OPENINGS,

SLEEVES, INSERTS, FLOOR DEPRESSIONS, BLOCK-OUTS, CURBS,

ANCHORS, BOLTS, ETC. REQUIRED FOR INSTALLATION.

4. PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY THE

ENGINEER FOR ALL REQUIRED MECHANICAL OPENINGS THROUGH SLABS,

WALLS, FLOOR DECK, ETC., AND SUPPORT OF ALL MECHANICAL

EQUIPMENT. OPENINGS SHALL NOT BE PERMITTED THROUGH BEAMS

UNLESS SPECIFICALLY DETAILED BY THE ENGINEER.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SURFACE FINISHES,

DIMENSIONS, AND LOCATIONS OF SLAB DROPS, MASONRY CONTROL

JOINTS, AND WALL OPENING REQUIREMENTS.

GEOTECHNICAL

1. BASIS OF DESIGN: THE FOUNDATION SYSTEM DESIGN IS BASED ON THE

PRESUMPTIVE LOAD BEARING VALUES OF SOILS LISTED IN TABLE 1806.2 OF

THE INTERNATIONAL BUILDING CODE.

2. FOUNDATION SYSTEM: SHALLOW FOOTINGS

3. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY 1,500 PSF

4. LATERAL EARTH PRESSURE:

A. PASSIVE RESISTANCE 180 PCF

B. ACTIVE PRESSURE 50 PCF

C. AT-REST PRESSURE 65 PCF

5. SUBGRADE PREPARATION:

A. HEAVILY ORGANIC OR ROOT INFESTED TOPSOIL SHALL BE EXCAVATED

AND DISCARDED OR STOCKPILED FOR LATER USE IN COVERING

FINISHED LANDSCAPED AREAS AFTER CONSTRUCTION. REMOVE

TOPSOIL TO A MINIMUM DEPTH OF 8 INCHES. DEEPER STRIPPING SHALL

BE DONE IF ORGANIC MATERIALS REMAIN BELOW A DEPTH OF 8

INCHES.

B. REMOVE ALL EXISTING STRUCTURES TO BE DEMOLISHED PRIOR TO

GRADING. THIS INCLUDES PAVING, SIDEWALKS, AND OTHER

MISCELLANEOUS SMALL STRUCTURES.

6. STRUCTURAL FILL REQUIREMENTS:

A. CLEAN, INORGANIC, LOW TO MEDIUM PLASTICITY LEAN CLAY (CL) OR

SILT (ML), OR A COMBINATION OF THESE TWO MATERIALS

B. MAXIMUM LIQUID LIMIT (LL) 45

C. MAXIMUM PLASTICITY INDEX 22

D. WATER CONTENT (% OF OPTIMUM) +/-3%

E. MAXIMUM LOOSE LIFT 8"

F. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

7. SPREAD FOOTINGS SHALL BE PLACED ON NEAT, CLEAN AND DRY

EXCAVATIONS. EXTREME CARE SHALL BE TAKEN WHEN EXCAVATING NEAR

THE BEARING SURFACE. FOOT TRAFFIC SHALL BE KEPT TO A MINIMUM

NECESSARY TO PLACE THE FOOTING REINFORCEMENT AND CONCRETE.

8. CONTRACTOR SHALL PROVIDE FOR ADEQUATE DRAINAGE OF SURFACE

WATER AWAY FROM THE STRUCTURE AND EXCAVATED AREAS DURING

CONSTRUCTION. THIS INCLUDES NECESSARY PUMPING, TRENCHING,

BACKFILL AND/OR DIKE CONSTRUCTION.

9. GRANULAR SUBBASE UNDER SLAB ON GRADE:

A. MINIMUM THICKNESS SEE PLAN

B. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

C. GRADATION REQUIREMENTS

a. 100% PASSING THE 3/4" SIEVE

b. LESS THAN 15% PASSING THE 100 SIEVE

c. LESS THAN 2% PASSING THE 200 SIEVE

CAST-IN-PLACE CONCRETE (033000)

GENERAL CONCRETE REQUIREMENTS

1. CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN

ACCORDANCE WITH ACI 318, IN PARTICULAR CHAPTER 5, AND ACI 301. MIX

AND DELIVER IN ACCORDANCE WITH ASTM C94.

2. CONCRETE STRENGTH: SEE MATERIAL DATA NOTES

3. SLUMP LIMITS: 4 INCHES OF SLUMP, PLUS OR MINUS 1 INCH.

4. MAXIMUM W/C RATIO: 0.45

5. AIR ENTRAINMENT: 5.5% AIR CONTENT, PLUS OR MINUS 1.5%.

6. ADMIXTURES: SUBMIT AS REQUIRED FOR APPROVAL

7. FLY ASH: MAX. 25% OF CEMENT CONTENT; MIN. 15% OF CEMENT CONTENT

8. CONSTRUCTION JOINTS MUST HAVE PRIOR REVIEW BY THE ENGINEER. ALL

CONTINUOUS REINFORCING SHALL BE CARRIED THROUGH THE JOINT.

9. CONSTRUCTION JOINT LOCATIONS:

A. FND WALLS AND FOOTINGS MIDWAY BETWEEN

CORNERS

B. WALLS DO NOT ALIGN WITH

FOOTING JOINTS

10. CONCRETE TO CONCRETE COLD JOINTS - PROVIDE 1/4" INTENTIONALLY

ROUGHENED SURFACE AT ALL HORIZONTAL JOINTS.

11. EXPOSED CORNERS: PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CONCRETE

CORNERS.

12. CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A

MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT. IF FORMWORK IS

REMOVED PRIOR TO SEVEN DAYS, APPLY MOIST CURING TO NEWLY EXPOSED

SURFACES. APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST

CURING.

13. REINFORCING BAR WELDING: ABSOLUTELY NO WELDING OF REINFORCING

BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED

WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.

14. MINIMUM CONCRETE CLEAR COVER:

A. FOOTINGS

a. TOP 2"

b. BOTTOM 3"

c. SIDES 3"

B. FOUNDATION WALLS

a. TOP 1-1/2"

b. BOTTOM 3"

c. SIDES 2"

C. INTERIOR SLABS (TOP) SEE TYPICAL SLAB JOINT DETAIL

ON SHEET S201

D. EXTERIOR SLABS (TOP) 2"

E. OTHER COVER REQUIREMENTS SHALL BE AS NOTED IN APPLICABLE

DETAILS.

15. BAR SUPPORT ACCESSORIES SHALL BE PROVIDED IN ACCORDANCE WITH THE

LATEST ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE STRUCTURES

A. BEAM REINFORCING: ON BAR BOLSTERS @ 4 FT. O.C. MAX.

B. SLAB REINFORCING: ON BAR BOLSTERS @ 4 FT. O.C. MAX.

C. CONCRETE EXPOSED TO VIEW USE PLASTIC COATED OR GALV. LEGS

D. CONCRETE W/ SANDBLAST FINISH USE STAINLESS STEEL SUPPORTS

E. NO ROCKS, CLAY TILE, OR CLAY BRICK SHALL BE USED TO SUPPORT

REINFORCING.

16. NON-METALLIC, SHRINKAGE-RESISTANT GROUT

A. GROUT SHALL MEET REQUIREMENTS OF ASTM C 1107

B. GROUT SHALL BE FACTORY-PACKAGED, NON-METALLIC AGGREGATE

GROUT

C. GROUT SHALL BE NON-CORROSIVE AND NON-STAINING

D. MIX GROUT WITH WATER TO CONSISTENCY SUITABLE FOR APPLICATION

AND A 30-MINUTE WORKING TIME.

17. WATERSTOPS

A. FLEXIBLE PVC WATERSTOPS: CE CRD-C 572, FOR EMBEDDING IN

CONCRETE TO PREVENT PASSAGE OF FLUIDS THROUGH JOINTS.

FACTORY FABRICATE CORNERS, INTERSECTIONS, AND DIRECTIONAL

CHANGES. PVC WATERSTOP SHALL BE 6 INCHES BY 3/8 INCHES THICK,

NONTAPERED.

B. SELF-EXPANDING BUTYL STRIP WATERSTOPS: MANUFACTURED

RECTANGULAR OR TRAPEZOIDAL STRIP, BUTYL RUBBER WITH SODIUM

BENTONITE OR OTHER HYDROPHILIC POLYMERS, FOR ADHESIVE BONDING

TO CONCRETE, 3/4 BY 1 INCH.

18. VOID FILL: FOAM MATERIAL USED FOR VOID FILL SHALL BE RIGID CELLULAR,

EXTRUDED POLYSTYRENE INSULATION COMPLYING WITH ASTM C578, TYPE IV,

25 PSI COMPRESSIVE STRENGTH MINIMUM.

19. REINFORCING SHOP DRAWINGS: REINFORCING SUPPLIER SHALL PROVIDE

COMPLETE PLACEMENT AND FABRICATION DRAWINGS FOR ALL REINFORCING

INCLUDING THE LOCATION AND SIZE OF ALL ACCESSORIES AND SUPPORTS.

20. COLD WEATHER CONSTRUCTION:

A. COVER GROUND SURFACE WITH INSULATING BLANKETS AS REQUIRED TO

MAINTAIN GROUND TEMPERATURE.

B. POUR CONCRETE FOOTINGS WITHIN 24 HOURS OF DIGGING.

C. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL

BELOW 40 DEG F FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED

CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE

REQUIRED BY ACI 301.

D. DO NOT PLACE CONCRETE IN CONTACT WITH SURFACES LESS THAN 35

DEG F (1.7 DEG C), OTHER THAN REINFORCING STEEL.

E. PROVIDE INSULATING BLANKETS OVER CONCRETE WHILE CURING AS

REQUIRED.

F. VERIFY CONCRETE STRENGTH PRIOR TO THE APPLICATION OF

STRUCTURAL LOADS TO THE CONCRETE.

G. IN EXTREME WEATHER CONDITIONS CONSIDER UTILIZING A GROUND

HEATING SYSTEM.

H. ALL FINAL WINTER FOUNDATION CONSTRUCTION PROCEDURES SHALL BE

REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER.

21. CONCRETE TESTING SHALL BE PERFORMED ACCORDING TO THE FOLLOWING

REQUIREMENTS:

A. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'S

POUR FOR EACH CONCRETE MIXTURE EXCEEDING 5 CUBIC YARDS, BUT

LESS THAN 25 CUBIC YARDS, PLUS ONE SET FOR EACH ADDITIONAL 50

CUBIC YARDS OR FRACTION THEREOF.

22. CONTRACTOR SHALL REJECT ANY CONCRETE THAT HAS BEEN IN THE MIXING

TRUCK MORE THAN 90 MINUTES AFTER ADDING WATER.

CAST-IN-PLACE CONCRETE CONTINUED (033000)

SLAB ON GRADE REQUIREMENTS

1. SLAB THICKNESS: SEE PLAN

2. SLAB REINFORCING: SEE PLAN

3. GRANULAR SUBBASE: SEE GEOTECHNICAL NOTES

4. VAPOR RETARDER: ASTM E 1745, CLASS A. SEE PLAN FOR THICKNESS. LAP

AND TAPE ALL JOINTS AND HOLES.

5. CRACK CONTROL JOINTS (WHETHER CONSTRUCTION JOINTS OR SAWED

JOINTS) IN SLABS ON GRADE SHALL OCCUR AS SHOWN AND ACROSS ALL

DOOR OPENINGS. LOCATE JOINTS AT RE-ENTRANT CORNERS OF SLABS.

A. MAXIMUM SPACING OF CONTROL JOINTS: 12 FEET

6. CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A

MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT. APPROVED CURING

COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. CURING COMPOUNDS

SHALL BE NON-RESIDUAL TYPE AND COMPATIBLE WITH BONDING OF FLOOR

COVERING AND/OR SPECIFIED SEALER.

7. SEAL ALL EXPOSED CONSTRUCTION/CRACK CONTROL JOINTS.

A. SEALANT: SEE ARCHITECTURE.

8. FLOOR FINISH CRITERIA:

A. COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING,

RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE

SURFACES. DO NOT WET CONCRETE SURFACES.

B. FLOAT FINISH:

a. APPLY TO SURFACES TO RECEIVE TROWEL FINISH.

b. WHEN BLEEDWATER SHEEN HAS DISAPPEARED AND CONCRETE

SURFACE HAS STIFFENED SUFFICIENTLY, CONSOLIDATE CONCRETE

SURFACE WITH POWER-DRIVEN FLOATS OR BY HAND FLOATING.

C. TROWEL FINISH:

a. APPLY TO SURFACES EXPOSED TO VIEW.

b. AFTER APPLYING FLOAT FINISH, CONSOLIDATE CONCRETE BY HAND

OR POWER-DRIVEN TROWEL. CONTINUE TROWELING PASSES AND

RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND

UNIFORM IN TEXTURE.

D. BROOM FINISH:

a. APPLY TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS.

b. IMMEDIATELY AFTER FLOAT FINISHINGK, SLIGHTLY ROUGHEN

TRAFFICKED SURFACE BY BROOMING WITH FIBER-BRISTLE BROOM

PERPENDICULAR TO THE MAIN TRAFFIC ROUTE.

9. FLATNESS CRITERIA: OVERALL VALUES OF FLATNESS, F(F) 35; AND OF

LEVELNESS, F(L) 25; WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24; AND

OF LEVELNESS, F(L) 17.

ANCHORAGE REQUIREMENTS

1. HEADED CONCRETE ANCHORS (HCA): AUTOMATICALLY END WELDED IN THE

SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS. ANCHOR WELDS SHALL BE TESTED PER AWS SECTION

7.7.

2. POST-INSTALLED MECHANICAL ANCHORS: INSTALL USING MINIMUM TORQUE,

EMBEDMENTS, EDGE DISTANCES AND SPACING (UNLESS OTHERWISE NOTED)

AS RECOMMENDED BY THE ANCHOR MANUFACTURER.

3. POST-INSTALLED ADHESIVE ANCHORS: INSTALLATION TO MEET

MANUFACTURER'S RECOMMENDATIONS (UNLESS NOTED OTHERWISE)

INCLUDING MINIMUM EMBEDMENTS, EDGE DISTANCES, SPACING,

PROCEDURES, AND CURING TIME PRIOR TO LOADING.

4. POST-INSTALLED ANCHORS SHALL BE LOCATED PER THE DETAILS.

5. AVOID CUTTING OR DAMAGING EXISTING REINFORCING. SHOULD LOCATIONS

OF DRILLED HOLES BE FOUND DIRECTLY ALIGNED WITH REINFORCING BARS,

NOTIFY ENGINEER FOR NECESSARY ADJUSTMENTS TO THE DESIGN.

6. POST-INSTALLED ANCHORS LOCATED IN PRESTRESSED OR POST-TENSIONED

MEMBERS SHALL NOT BE DRILLED UNTIL EXACT LOCATIONS OF TENDONS OR

STRANDS ARE DETERMINED USING NON-DESTRUCTIVE METHODS.

STRUCTURAL STEEL FRAMING (051200)

1. DESIGN CRITERIA: STRUCTURAL STEEL SHALL BE INSTALLED PER THE

REQUIREMENTS OF AISC 360.

2. STRUCTURAL STEEL GRADES: SEE MATERIAL DATA NOTES

3. ANCHOR AND BOLT GRADES: SEE MATERIAL DATA NOTES

4. WELD ELECTRODES: SEE MATERIAL DATA NOTES

5. BEARING CONNECTIONS: UNLESS OTHERWISE NOTED, ALL BEAM

CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR BEARING CONNECTIONS

IN ACCORDANCE WITH THE AISC "SPECIFICATIONS FOR STRUCTURAL

JOINTS USING ASTM A325 OR A490 BOLTS."

6. DESIGN OF CONNECTIONS: BEAM CONNECTIONS SHALL BE AS DETAILED ON

THE PLANS. ALTERNATIVE CONNECTIONS, DESIGNED BY A LICENSED

ENGINEER FOR THE FABRICATOR, MAY BE UTILIZED PROVIDED THE

ALTERNATIVE CONNECTION PROVIDES THE SAME LOAD CARRYING

CAPACITY OF THE ORIGINAL DESIGN.

7. SPLICES: STEEL FABRICATOR SHALL VERIFY WITH ENGINEER ALL BEAM

SPLICES OTHER THAN THOSE SHOWN ON THE PLANS. ANY FULL

PENETRATION SHOP SPLICES APPROVED BY THE ENGINEER SHALL BE

INSPECTED BY RADIOGRAPHIC METHODS BY A TESTING LABORATORY

APPROVED BY THE ENGINEER AND PAID FOR BY THE FABRICATOR.

8. OPPOSING CONNECTIONS: WHERE BEAMS ARE BOLTED ON TWO SIDES OF

A COMMON PLATE OR WEB, THE CONNECTIONS SHALL BE DETAILED WITH

AN ADDITIONAL ROW OF BOLTS ON ONE SIDE THAT IS NOT SHARED WITH

THE OTHER SIDE TO ALLOW INDEPENDENT BOLTING DURING ERECTION.

9. STEEL PROTECTION: ALL STRUCTURAL STEEL SHALL BE CLEANED PER

SSPC SP-2 HAND TOOL CLEANING OR SP-3 POWER TOOL CLEANING AND

SHOP PAINTED WITH ONE COAT OF MANUFACTURER'S STANDARD GRAY

PRIMER. TOUCH UP SCARRED AREAS WITH THE SAME PAINT AFTER

ERECTION.

10. STEEL PROTECTION: WHERE STEEL IS INDICATED AS GALVANIZED, PROVIDE

HOT-DIPPED GALVANIZED SURFACE PER ASTM A525, CLASS G60. WHERE

WELDING OR OTHER CONSTRUCTION OPERATIONS DAMAGE GALVANIZING,

PROVIDE ZINC CHROMATE-TYPE TOUCH UP PAINT TO DAMAGED AREA.

11. SHOP DRAWINGS: STEEL FABRICATOR SHALL PROVIDE COMPLETE

ERECTION AND FABRICATION DRAWINGS SHOWING ALL MEMBERS AND

CONNECTIONS.

12. WELDING: ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS

PER AWS STANDARD QUALIFICATION PROCEDURES.

ROUGH CARPENTRY (061000)

1. DESIGN CRITERIA: WOOD FRAMING SHALL BE INSTALLED PER THE

REQUIREMENTS OF THE AF&PA [AWC] NDS.

2. WOOD SPECIES: SEE MATERIAL DATA NOTES

3. MEMBER GRADES: SEE MATERIAL DATA NOTES

4. LAMINATED VENEER LUMBER (LVL): SEE MATERIAL DATA NOTES

5. NOTCHING & CUTTING IN WOOD: JOISTS, RAFTERS AND BEAMS SHALL NOT

BE NOTCHED, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S

APPROVAL FOR ANY HOLES THROUGH OR NOTCHES IN THE TOP OF

HORIZONTAL MEMBERS.

6. SILL PLATES AT LOAD BEARING WALLS:

A. 2X SILL PLATES SHALL BE PRESSURE TREATED

B. FASTEN TO FOUNDATION AT SHEAR WALLS PER SHEAR WALL

SCHEDULE & TYPICAL DETAILS.

C. FASTEN AT ALL OTHER LOAD BEARING WALLS PER DETAILS INDICATED

ON PLAN.

7. NAILING SCHEDULE: USE THE FOLLOWING TABLE UNLESS NOTED

OTHERWISE ON THE PLANS OR DETAILS (COMMON WIRE NAILS OR EQUAL)

A. TABLE 2304.10.2 IN THE 2021 INTERNATIONAL BUILDING CODE

8. WOOD CONNECTIONS: NOTATIONS ON DRAWINGS RELATING TO FRAMING

CLIPS, JOISTS AND PURLIN HANGERS, AND OTHER CONNECTING DEVICES

REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE

SIMPSON STRONG-TIE COMPANY. EQUIVALENT DEVICES BY OTHER

MANUFACTURERS MAY BE USED PROVIDED THEY HAVE ICBO APPROVAL

FOR EQUAL LOAD CAPACITIES. WHERE SPECIFIC CONNECTORS ARE NOT

INDICATED, SIMILAR DEVICES TO THOSE SHOWN SHALL BE USED.

9. FRAMING AT WALL OPENINGS: PROVIDE TWO - 2X8 HEADERS ON CRIPPLE

STUDS, AND FULL HEIGHT DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN

STUD WALLS NOT DETAILED OTHERWISE.

10. FRAMING AT WALLS: PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS AND

WALLS PARALLEL TO THE JOIST FRAMING.

11. FRAMING AT FLOOR/ROOF OPENINGS: PROVIDE DOUBLE HEADERS AND

DOUBLE JOISTS OR PURLINS EACH SIDE OF ALL OPENINGS IN FLOORS AND

ROOFS UNLESS DETAILED OTHERWISE.

12. BLOCKING AT STUDS: PROVIDE CONTINUOUS SOLID BLOCKING AT 6 FT.

MAXIMUM CENTERS IN ALL STUD WALLS OVER 8 FT. IN HEIGHT.

13. BLOCKING AND BRIDGING AT JOISTS: PROVIDE SOLID BLOCKING AT ALL

JOIST, RAFTER AND PURLIN BEARING POINTS. PROVIDE CROSS-BRIDGING

OR BLOCKING AT 8 FT. MAXIMUM CENTERS FOR ALL HORIZONTAL

SPANNING MEMBERS WITH A NOMINAL DEPTH/THICKNESS OF 6:1 OR MORE.

SHORING & LIFTING OF SUPER STRUCTURE

1. CONTRACTORS SHALL PROVIDE QUALIFICATIONS OF PREVIOUS PROJECTS

OF SIMILAR SIZE AND SCOPE FOR REVIEW BY OWNER DURING BIDDING.

2. IF SELECTED, CONTRACTORS SHALL PROVIDE A SEQUENCE OF

CONSTRUCTION AND SHORING LAYOUT FOR REVIEW BY EOR.

3. SHORE EXISTING FIRST FLOOR AND SUPER STRUCTURE AND LIFT AS

REQUIRED FOR DEMOLITION OF EXISTING FOUNDATIONS AND

CONSTRUCTION OF NEW FOUNDATIONS. RELOCATING THE BUILDING FROM

IT'S EXISTING LOCATION ON THE SITE IS NOT PERMITTED (EVEN

TEMPORARILY)

4. SHORING SYSTEM SHALL BE DESIGNED FOR ALL APPLICABLE LOADS PER

THE INTERNATIONAL BUILDING CODE INCLUDING DEAD LOADS,

CONSTRUCTION LIVE LOADS, AND WIND LOADS.

5. SHORING SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL

ENGINEER.

6. SHORING SYSTEM SHALL BE DESIGNED BASED ON CONSTRUCTION

SEQUENCING. SUBMIT SEALED DRAWINGS AND CALCULATIONS IN

COMBINATION WITH THE CONSTRUCTION SEQUENCE PRIOR TO

INSTALLATION OF THE SHORING SYSTEM.

7. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE THAT

OCCURS AS A RESULT OF THE LIFTING OF THE SUPER STRUCTURE.

(402) 493-4800 www.schemmer.com

REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

54C U s e rs \t s c h m id t\ D o c u m e n ts

\R e v it te m p

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TLS

TLS

KMW

02/10/2023

07310.035

S 02

SPECIAL INSPECTIONS

07310035- 3- S 02 SPECIAL INSPECTIONS

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

SPECIAL INSPECTIONS (IBC 2021)

SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE CONTRACTOR FOR THE

WORK IN ACCORDANCE WITH IBC CHAPTER 17. CONTRACTOR SHALL NOTIFY

AND ACCOMMODATE THE APPLICABLE INSPECTOR DURING APPROPRIATE

PHASES OF THE WORK AS REQUIRED FOR EACH TYPE OF INSPECTION.

REPORTS SHALL BE PROVIDED TO THE OWNER FOR REVIEW.

STEEL CONSTRUCTION - GENERAL

1. SHOP CUT AND FINISHED SURFACES IN ACCORDANCE WITH SECTION M2 OF

AISC 360-16.

2. SHOP HEATING FOR STRAIGHTENING, CAMBERING AND CURVING IN

ACCORDANCE WITH SECTION M2.1 OF AISC 360-16.

3. TOLERANCES FOR SHOP FABRICATION IN ACCORDANCE WITH SECTION 6.4

OF AISC 303-16.

4. STEEL DECK IN ACCORDANCE WITH SDI-QA/QC-2017

5. FIELD CUT SURFACES IN ACCORDANCE WITH SECTION M2.2 OF AISC 360-16.

6. FIELD HEATING FOR STRAIGHTENING IN ACCORDANCE WITH SECTION M2.1

OF AISC 360-16.

7. TOLERANCES FOR FIELD ERECTION IN ACCORDANCE WITH SECTION 7.13 OF

AISC 303-16.

STEEL INSPECTION DEFINITIONS

O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT

BE DELAYED PENDING THESE INSPECTIONS.

P - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, EACH

BOLTED CONNECTION, OR EACH STEEL ELEMENT.

STEEL CONSTRUCTIION - PRIOR TO WELDING

1. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS

(QC - P; QA - O)

2. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE.

(QC - P; QA - P)

3. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES

AVAILABLE. (QC - P; QA - P)

4. MATERIAL IDENTIFICATION (TYPE/GRADE). (QC - O; QA - O)

5. WELDER IDENTIFICATION SYSTEM. (QC - O; QA - O)

6. FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY). (QC - O; QA - O)

A. JOINT PREPARATION.

B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL).

C. CLEANLINESS (CONDITION OF STEEL SURFACES).

D. TACKING (TACK WELD QUALITY AND LOCATION).

E. BACKING TYPE AND FIT (IF APPLICABLE).

7. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT

BACKING (INCLUDING JOINT GEOMETRY) (QC - P; QA - O)

A. JOINT PREPARATION.

B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL).

C. CLEANLINESS (CONDITION OF STEEL SURFACES).

D. TACKING (TACK WELD QUALITY AND LOCATION).

8. CONFIGURATION AND FINISH OF ACCESS HOLES. (QC - O; QA - O)

9. FIT-UP FILLET WELDS. (QC - O; QA - O)

A. DIMENSIONS (ALIGNMENT, GAPS AT ROOT).

B. CLEANLINESS (CONDITION OF STEEL SURFACES).

C. TACKING (TACK WELD QUALITY AND LOCATION).

10. CHECK WELDING EQUIPMENT. (QC - O; QA - N/A)

STEEL CONSTRUCTION - DURING WELDING

1. USE OF QUALIFIED WELDERS. (QC - O; QA - O)

2. CONTROL AND HANDLING OF WELDING CONSUMABLES. (QC - O; QA - O)

A. PACKAGING.

B. EXPOSURE CONTROL.

3. NO WELDING OVER CRACKED TACK WELDS. (QC - O; QA - O)

4. ENVIRONMENTAL CONDITIONS.

A. WIND SPEED WITHIN LIMITS.

B. PRECIPITATION AND TEMPERATURE.

5. WPS FOLLOWED. (QC - O; QA - O)

A. SETTINGS ON WELDING EQUIPMENT.

B. TRAVEL SPEED.

C. SELECTING WELDING MATERIALS.

D. SHIELDING GAS TYPE/FLOW RATE.

E. PREHEAT APPLIED.

F. INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.).

G. PROPER POSITION (F, V, H, OH).

6. WELDING TECHNIQUES. (QC - O; QA - O)

A. INTERPASS AND FINAL CLEANING.

B. EACH PASS WITH PROFILE LIMITATIONS.

C. EACH PASS MEETS QUALITY REQUIREMENTS.

7. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

(QC - P; QA - P)

SPECIAL INSPECTIONS CONTINUED (IBC 2021)

CONCRETE CONSTRUCTION

1. INSPECTION OF REINFORCEMENT, INCLUDING PRESTRESSING TENDONS,

AND VERIFY PLACEMENT. (PERIODIC)

2. REINFORCING BAR WELDING:

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706.

(PERIODIC)

B. INSPECT SINGLE-PASS FIILLET WELDS, MAXIMUM 5/16". (PERIODIC)

C. INSPECT ALL OTHER WELDS. (CONTINUOUS)

3. INSPECT ANCHORS CAST IN CONCRETE. (PERIODIC)

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

(CONTINUOUS)

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.

(PERIODIC)

5. VERIFY USE OF REQUIRED DESIGN MIX. (PERIODIC)

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE. (CONTINUOUS)

7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES. (PERIODIC)

8. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. (PERIODIC)

9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED. (PERIODIC)

SOILS

1. VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY. (PERIODIC)

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL. (PERIODIC)

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

(PERIODIC)

4. DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND

PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED

GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

(CONTINUOUS)

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. (PERIODIC)

SPECIAL INSPECTIONS CONTINUED (IBC 2021)

STEEL CONSTRUCTION - AFTER WELDING

1. WELDS CLEANED. (QC - O; QA - O)

2. SIZE, LENGTH AND LOCATION OF WELDS. (QC - P; QA - P)

3. WELD MEET VISUAL ACCEPTANCE CRITERIA. (QC - P; QA - P)

A. CRACK PROHIBITION.

B. WELD/BASE-METAL FUSION.

C. CRATER CROSS SECTION.

D. WELD PROFILES.

E. WELD SIZE.

F. UNDERCUT.

G. POROSITY.

4. ARC STRIKES. (QC - P; QA - P)

5. K-AREA. (QC - P; QA - P)

6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY

SHAPES. (QC - P; QA - P)

7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED).

8. REPAIR ACTIVITIES. (QC - P; QA - P)

9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER.

(QC - P; QA - P)

10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF

THE EOR. (QC - O; QA - O)

STEEL CONSTRUCTION - PRIOR TO BOLTING

1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS.

(QC - O; QA - P)

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.

(QC - O; QA - O)

3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,

BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE).

(QC - O; QA - O)

4. CORRECT BOLTING PROCEDURE SELECTOR FOR JOINT DETAIL.

(QC - O; QA - O)

5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE

REQUIREMENTS. (QC - O; QA - O)

6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS

USED. (QC - P; QA - O)

7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND

OTHER FASTENER COMPONENTS. (QC - O; QA - O)

STEEL CONSTRUCTION - DURING BOLTING

1. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS ARE

POSITIONED AS REQUIRED. (QC - O; QA - O)

2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE

PRETENSIONING OPERATION. (QC - O; QA - O)

3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING. (QC - O; QA - O)

4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID

POINT TOWARD THE FREE EDGES. (QC - O; QA - O)

STEEL CONSTRUCTION - AFTER BOLTING

1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS.

(QC - P; QA - P)

C .J

C

.J

C .J

C

.J

C.J.

C.J.

C.J. C.J.

C.J. C.J.

HSS4X4X1/4

6'-6" 7'-9"

/8

/4

UNEXCAVATED

PROVIDE 3" MIN.

CLEARANCE

UNDER EXIST.

WOOD FRAMING

UNEXCAVATED

F4.0

4" CONC. SLAB ON GRADE W/

6X6 W2.9XW2.9 W.W.F. OVER

15 MIL VAPOR BARRIER ON

4" GRANULAR FILL (TYP.)

CF2-0

CF2-0

CF1-6

C F

-0

C F

-0

C F

-6

C F

-0

C F

-6

(T .O

.F

C F

-0

UNEXCAVATED

S203

S203

S203

S202

S203

S202

CF1-6

(T.O.F. = 95' - 0")

CF1-6

(T.O.F. = 95' - 0")

C F

-6

(T .O

.F

S203

SIM.

S203

SIM

S204

S204

F3.0 (T.O.F. = 95' - 0")

S203

6'-6" 7'-9"

/8

/4

W X

4 4

A

B

B

B

C

B

C

C

C

A

LOW

(TYP)

HIGH

(TYP)

S203

S204

S204

G B

-6

G B

-6

(T .O

.F

A T

G R

A D

E

F

IE

L D

V E

R

IF

Y (T

.O .F

A T

G R

A D

E

F

IE

L D

V E

R

IF

Y

P1.4

P1.4

P1.4

P1.4

(T.O.F. = AT GRADE)

FIELD VERIFY

(T.O.F. = AT GRADE)

FIELD VERIFY

(T.O.F. = AT GRADE)

FIELD VERIFY

(T.O.F. = AT GRADE)

FIELD VERIFY

4x4

4x4

4x4

4x4

S204

S204

W10X12

A

A

A

A

LOW

(TYP)

LOW

(TYP)

LOW

(TYP)

LOW

(TYP)

C HIGH

(TYP)

HIGH

(TYP)

HIGH

(TYP)

HIGH

(TYP)

NOTE: ALL EXTERIOR

STAIR WOOD SPECIES

SHALL BE CEDAR

NOTE: ALL EXTERIOR

STAIR WOOD SPECIES

SHALL BE CEDAR

S204

ABOVE

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

54C U s e rs \t s c h m id t\ D o c u m e n ts

\R e v it te m p

\0

H E

H O

S

T R

U C

R ts c h m id tJ H

N

U .r v t

TLS

TLS

KMW

02/10/2023

07310.035

S101

STAPLES HOUSE

STRUCTURAL PLANS

07310035- 3- S101 STAPLES HOUSE STRUCTURAL PLANS

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

2 NEW WINDOW WELL - SEE DETAIL INDICATED ON PLAN

3 NEW CONCRETE STAIR TO BASEMENT - SEE DETAIL INDICATED ON PLAN

4 EXISTING FLOOR JOISTS - FIELD VERIFY AS REQUIRED

5 SALVAGE & RECONSTRUCT WOOD STAIR TO MATCH EXISTING

6 EXISTING STAIR OPENING IN FLOOR STRUCTURE - FIELD VERIFY AS

REQUIRED

7 STEEL FRAMING TO REPLACE EXISTING BEARING WALL IN BASEMENT -

FIELD VERIFY LOCATION

8 FULL EXTENTS OF SALVAGE & RECONSTRUCTION OF WOOD DECK/PORCH

TO MATCH EXISTING TBD BY SHORING CONTRACTOR.

12 SUMP PIT - SEE MECH FOR LOCATION AND DETAILS. EXTERIOR DRAIN

TILES SHALL DRAIN TO SUMP PIT.

14 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET S201

AND STRUCTURAL NOTES FOR MORE INFORMATION.

15 SALVAGE AS MUCH OF EXISTING. ADA RAMP AS POSSIBLE DURING

JACKING. REPLACE ANY DAMAGED OR REMOVED AREAS TO MATCH

EXISTING CONSTRUCTION

16 CONTINUE FOOTING REINF. AND EPOXY 6" INTO FOUNDATION WALL USING

HILTI HIT HY-200 ADHESIVE WHERE INTERSECTION OCCURS, TYP.

(ALTERNATE OPTION IS FOR CONTRACTOR TO STEP HIGHER FOOTING

DOWN)

17 SHORE AND SUPPORT EXIST. CHIMNEY AS REQ'D - ADD NEW FOUNDATION

DURING NEW FOUNDATION WALL PLACEMENT

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. BASEMENT FINISHED FLOOR ELEVATION (F.F.E.) IS 92’-4”, TYPICAL U.N.O.

E. TOP OF FOOTING (T.O.F.) ELEVATION IS 91’-8”, TYPICAL U.N.O.

F. CONTINUOUS FOOTINGS ARE REQUIRED AT ALL EXTERIOR WALLS.

BOTTOM OF FOOTING SHALL HAVE A MINIMUM DEPTH OF 42” BELOW

EXTERIOR GRADE.

G. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

H. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

I. VERIFY LOCATION OF ALL WALL PENETRATIONS WITH MEP AND PROVIDE

SLEEVES PER 4/S201 AS REQUIRED.

REF. NOTES ( ):X

FLOOR FRAMING PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FRAMING DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. FIRST FLOOR FINISHED FLOOR ELEVATION (F.F.E.) IS 100'-0", TYPICAL U.N.O.

E. TOP OF STEEL (T.O.S.) ELEVATION IS 99'-2 1/2", TYPICAL U.N.O. FIELD VERIFY

THICKNESS OF EXISTING FLOOR STRUCTURE PRIOR TO STEEL

FABRICATION.

F. PROVIDE CONNECTIONS PER DETAILS AT ALL FLOOR JOIST BEARING

LOCATIONS.

G. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

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

STAPLES HOUSE - BASEMENT FOUNDATION PLAN

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

STAPLES HOUSE - FIRST FLOOR FRAMING PLAN

UP

SUMP

C.J. C.J.

C.J.

C .J

C

.J

C .J

C

.J

C .J

C

.J

C .J

C

.J

UP

SUMP

HSS4X4X1/4

4'-10 1/2" 11'-1"

/4

UNEXCAVATED

F4.0

4" CONC. SLAB ON GRADE W/

6X6 W2.9XW2.9 W.W.F. OVER

15 MIL VAPOR BARRIER ON

4" GRANULAR FILL (TYP.)

SLOPE TO DRAINS

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

10 10

CF2-0

CF2-0

CF1-6

(T.O.F. = 95' - 0")

CF1-6

(T.O.F. = 95' - 0")

C F

-6

C F

-0

C F

-6

(T .O

.F

C F

-0

C F

-0

C F

-0

C F

-6

S203

S203

S202

S203

S203

SIM

S203

SIM

S203

S203

SIM

S204

F3.0

S203

W10X12 W10X17

W X

2'-6" 3'-0"

W X

W X

W10X12

W10X12

4 4

A

A

A

B

C A

B

HIGH

(TYP)

LOW

(TYP)

S203

S203

B

A

C

LOW

(TYP)

HIGH

(TYP)

S202

C

C

C

HIGH

(TYP)

HIGH

(TYP)

HIGH

(TYP)

LOW

(TYP)

LOW

(TYP)

LOW

(TYP)

B

B

S204

SIM

S204

SIM

S203

S203

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

54C U s e rs \t s c h m id t\ D o c u m e n ts

\R e v it te m p

\0

H E

H O

S

T R

U C

R ts c h m id tJ H

N

U .r v t

TLS

TLS

KMW

02/10/2023

07310.035

S102

WRIGHT HOUSE

STRUCTURAL PLANS

07310035- 3- S102 WRIGHT HOUSE STRUCTURAL PLANS

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

3 NEW CONCRETE STAIR TO BASEMENT - SEE DETAIL INDICATED ON PLAN

4 EXISTING FLOOR JOISTS - FIELD VERIFY AS REQUIRED

5 SALVAGE & RECONSTRUCT WOOD STAIR TO MATCH EXISTING

6 EXISTING STAIR OPENING IN FLOOR STRUCTURE - FIELD VERIFY AS

REQUIRED

7 STEEL FRAMING TO REPLACE EXISTING BEARING WALL IN BASEMENT -

FIELD VERIFY LOCATION

8 FULL EXTENTS OF SALVAGE & RECONSTRUCTION OF WOOD DECK/PORCH

TO MATCH EXISTING TBD BY SHORING CONTRACTOR.

10 12"X12" CONC. PIER TO SUPPORT WOOD DECK - SEE DETAIL INDICATED

ON PLAN

11 FLOOR DRAIN - SEE MECH.

12 SUMP PIT - SEE MECH FOR LOCATION AND DETAILS. EXTERIOR DRAIN

TILES SHALL DRAIN TO SUMP PIT.

14 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET S201

AND STRUCTURAL NOTES FOR MORE INFORMATION.

16 CONTINUE FOOTING REINF. AND EPOXY 6" INTO FOUNDATION WALL USING

HILTI HIT HY-200 ADHESIVE WHERE INTERSECTION OCCURS, TYP.

(ALTERNATE OPTION IS FOR CONTRACTOR TO STEP HIGHER FOOTING

DOWN)

17 SHORE AND SUPPORT EXIST. CHIMNEY AS REQ'D - ADD NEW FOUNDATION

DURING NEW FOUNDATION WALL PLACEMENT

REF. NOTES ( ):X

FLOOR FRAMING PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FRAMING DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. FIRST FLOOR FINISHED FLOOR ELEVATION (F.F.E.) IS 100'-0", TYPICAL U.N.O.

E. TOP OF STEEL (T.O.S.) ELEVATION IS 99'-2 1/2", TYPICAL U.N.O. FIELD VERIFY

THICKNESS OF EXISTING FLOOR STRUCTURE PRIOR TO STEEL

FABRICATION.

F. PROVIDE CONNECTIONS PER DETAILS AT ALL FLOOR JOIST BEARING

LOCATIONS.

G. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. BASEMENT FINISHED FLOOR ELEVATION (F.F.E.) IS 92’-4”, TYPICAL U.N.O.

E. TOP OF FOOTING (T.O.F.) ELEVATION IS 91’-8”, TYPICAL U.N.O.

F. CONTINUOUS FOOTINGS ARE REQUIRED AT ALL EXTERIOR WALLS.

BOTTOM OF FOOTING SHALL HAVE A MINIMUM DEPTH OF 42” BELOW

EXTERIOR GRADE.

G. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

H. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

I. VERIFY LOCATION OF ALL WALL PENETRATIONS WITH MEP AND PROVIDE

SLEEVES PER 4/S201 AS REQUIRED.

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

WRIGHT HOUSE - BASEMENT FOUNDATION PLAN

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

WRIGHT HOUSE - FIRST FLOOR FRAMING PLAN

COND

FURN

C.J.

C.J.

C .J

C.J.C.J.

C .J

C .J

C

.J

C .J

C

.J

C .J

C.J. C.J.

UP

COND

FURN

/2

/8

10'-8" 18'-5 1/4"

HSS4X4X1/4

F4.0

4" CONC. SLAB ON GRADE W/

6X6 W2.9XW2.9 W.W.F. OVER

15 MIL VAPOR BARRIER ON

4" GRANULAR FILL (TYP.)

SLOPE TO DRAINS

F3.0 (T.O.F. = 95' - 0")

F3.0 (T.O.F. = 95' - 0")

CF2-0

CF2-0

C F

-0

C F

-0

C F

-0

S203

S203

S203

/8

"5'-1 1/2"

HSS4X4X1/4

F4.0

S202

S202

S202

S203

TYP.

S203

W10X12

W X

W10X19

/2

/8

10'-8" 18'-5 1/4"

E X

IS

T

W

O O

D B

E A

M

4 4

B

B

B

TYP

TYP

TYP

S203

E X

IS

T

W

O O

D B

E A

M

E X

IS

T

W

O O

D B

E A

M

S204

SIM

S204

SIM

S204

SIM

S204

S204

S202

S204

S203

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED REPLACE FOUNDATIONS STAPLES, WRIGHT, ISAAC MILES DRAWING NO.

SHEETPMIS NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

247951

80103

247883 258441

54C U s e rs \t s c h m id t\ D o c u m e n ts

\R e v it te m p

\0

H E

H O

S

T R

U C

R ts c h m id tJ H

N

U .r v t

TLS

TLS

KMW

02/10/2023

07310.035

S103

ISAAC MILES HOUSE

STRUCTURAL PLANS

07310035- 3- S103 ISAAC MILES HOUSE STRUCTURAL PLANS

HERBERT HOOVER NATIONAL HISTORIC SITE

110 PARKSIDE DRIVE

WEST BRANCH, IOWA 52358

1 PROVIDE SIMPSON 'ABA' OR 'ABU' TYPE POST BASE FOR CONNECTION OF

EXIST. COLUMN TO NEW FTG.

2 NEW WINDOW WELL - SEE DETAIL INDICATED ON PLAN

4 EXISTING FLOOR JOISTS - FIELD VERIFY AS REQUIRED

5 SALVAGE & RECONSTRUCT WOOD STAIR TO MATCH EXISTING

6 EXISTING STAIR OPENING IN FLOOR STRUCTURE - FIELD VERIFY AS

REQUIRED

7 STEEL FRAMING TO REPLACE EXISTING BEARING WALL IN BASEMENT -

FIELD VERIFY LOCATION

8 FULL EXTENTS OF SALVAGE & RECONSTRUCTION OF WOOD DECK/PORCH

TO MATCH EXISTING TBD BY SHORING CONTRACTOR.

9 THICKENED SLAB (8" THICK) UNDER EXISTING WOOD POST AT STAIR

10 12"X12" CONC. PIER TO SUPPORT WOOD DECK - SEE DETAIL INDICATED

ON PLAN

11 FLOOR DRAIN - SEE MECH.

12 SUMP PIT - SEE MECH FOR LOCATION AND DETAILS. EXTERIOR DRAIN

TILES SHALL DRAIN TO SUMP PIT.

13 PROVIDE SUPPLEMENTAL JOIST (TO MATCH EXIST. FRAMING) AS REQ'D

FOR FLOOR STABILITY.

14 'C.J.' INDICATES CONTROL JOINT - SEE TYPICAL DETAIL ON SHEET S201

AND STRUCTURAL NOTES FOR MORE INFORMATION.

18 SLOPE CONCRETE UP TO BOTTOM OF STAIRS TO AVOID UNEQUAL STEP

CONFIGURATION. BOTTOM RISER TO NEW CONCRETE SLAB SHALL BE

CONSISTENT WITH REST OF STAIRS RISER HEIGHTS. FIELD VERIFY.

REF. NOTES ( ):X

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. BASEMENT FINISHED FLOOR ELEVATION (F.F.E.) IS 92’-4”, TYPICAL U.N.O.

E. TOP OF FOOTING (T.O.F.) ELEVATION IS 91’-8”, TYPICAL U.N.O.

F. CONTINUOUS FOOTINGS ARE REQUIRED AT ALL EXTERIOR WALLS.

BOTTOM OF FOOTING SHALL HAVE A MINIMUM DEPTH OF 42” BELOW

EXTERIOR GRADE.

G. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

H. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

I. VERIFY LOCATION OF ALL WALL PENETRATIONS WITH MEP AND PROVIDE

SLEEVES PER 4/S201 AS REQUIRED.

FLOOR FRAMING PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SHEET S00 FOR

SCHEDULES.

B. REFERENCE SHEET S201 & S202 FOR TYPICAL FRAMING DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

D. FIRST FLOOR FINISHED FLOOR ELEVATION (F.F.E.) IS 100'-0", TYPICAL U.N.O.

E. TOP OF STEEL (T.O.S.) ELEVATION IS 99'-2 1/2", TYPICAL U.N.O. FIELD VERIFY

THICKNESS OF EXISTING FLOOR STRUCTURE PRIOR TO STEEL

FABRICATION.

F. PROVIDE CONNECTIONS PER DETAILS AT ALL FLOOR JOIST BEARING

LOCATIONS.

G. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

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

ISAAC MILES HOUSE - BASEMENT FOUNDATION PLAN

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

ISAAC MILES HOUSE - FIRST FLOOR FRAMING PLAN

SEE DRAIN TILE PLAN

INVERT ELEVATION

M

A X

M

IN

MIN.

6"

M

IN

PIPE

CONDITION NO. 1

CONDITION NO. 3

PIPE SLEEVE AS SPECIFIED

CONDITION NO. 2

LEAN CONCRETE TO BE PLACED

BEFORE FOOTING - MAKE SAME

WIDTH AS FOOTING AND FULL

WIDTH OF PIPE TRENCH

WHERE PIPE IS LAID

BELOW THE 2:1 SLOPE

LINE, FILL PIPE TRENCH

W/ LEAN CONCRETE TO

SLOPE LINE

NOTES:

THIS DETAIL COVERS THREE POSSIBLE CONDITIONS THAT MAY OCCUR

AND ARE DESCRIBED AS FOLLOWS:

CONDITION NO. 1: PIPE PASSING THROUGH FOOTING.

CONDITION NO. 2: PIPE PASSING PERPENDICULAR BENEATH FOOTING.

CONDITION NO. 3: PIPE RUNNING PARALLEL TO FOOTINGS.

T

T /4

3/16".

TYPICAL CONTROL JOINT (C.J.)

TYPICAL CONSTRUCTION JOINT

SAWCUT JOINT & SEAL

5/8" DIA. DOWELS

@ 12" O.C. X 1'-6"

SEALANT

NOTES:

1. ALL FLOOR SLABS SHALL BE PLACED IN PAVING LANE PATTERN. A MAXIMUM

JOINT SPACING OF 12'-0" U.N.O. AND A MAXIMUM SLAB PANEL ASPECT RATIO

(LENGTH/WIDTH) OF 1.5 SHALL BE OBSERVED.

2. ALL JOINTS TERMINATING A POUR SHALL BE CONSTRUCTION JOINTS.

3. TIME SAW CUTTING OPERATION TO PRECLUDE SHRINKAGE, CRACKING, AND

DISLODGING OF AGGREGATE.

T /3

SLAB REINFORCING -

SEE PLAN

PLAN VIEW

THIS DETAIL APPLICABLE TO:

1. ALL PERIMETER FOUNDATION GRADEWALLS

2. ALL PERIMETER FOUNDATION GRADEBEAMS

3. ALL CONCRETE WALLS

REINFORCING

PER PLAN &

SCHEDULE

30"X30" CORNER BARS TO

MATCH SIZE AND SPACING

OF HORIZONTAL REINF.

REINFORCING

PER PLAN &

SCHEDULE

INTERIOR WALL

OR BEAM

EXTERIOR

WALL OR BEAM

ALTERNATE BEND 30"X30" CORNER BARS TO

MATCH SIZE AND SPACING OF

HORIZONTAL REINFORCING

NOTES:

• MAXIMUM SPACING OF CONTROL JOINTS SHALL

NOT EXCEED 30'-0" U.N.O.

• CONSTRUCTION JOINT TO BE LOCATED A MINIMUM

OF 2'-0" FROM ANY COLUMN CENTERLINE. DO NOT

ALIGN WALL C.J. WITH C.J. IN SUPPORTING

MEMBER OF FLOOR/ROOF STRUCTURE.

WATERSTOP

2X4 CONT. KEY

CIP CONC. WALL - SEE PLAN

& SCHED. FOR SIZE & REINF.

T

TYPICAL CONTROL JOINT (C.J.)

FORM 1 1/2" X 1 1/2" KEY IN

WALL. REMOVE FILL

MATERIAL AFTER

PLACEMENT AND INSTALL

BACKROD AND SEALANT

CIP CONC. WALL - SEE PLAN

& SCHED. FOR SIZE & REINF.

TYPICAL CONSTRUCTION JOINT

STANDARD BEND

D = 6d #3 THRU #7 D = 8d #8 THRU #9 D = 10d #10 THRU #11 d = BAR DIAMETER

STANDARD HOOK

TYPICAL CLOSED TIE

TYPICAL LAP SPLICE

2 1/2" MIN.

6d d

D d

6d b (2'-0" MIN.) WIRED TOGETHER

TABLE APPLIES TO CIP CONCRETE

SPLICE LENGTH IS FOR TYPE B SPLICES PER ACI 318.

BARS ARE ASSUMED TO BE TOP BARS & NOT EPOXY COATED.

f'c = 3,000 PSI (NORMAL WEIGHT) BAR COVER > db fy = 60,000 PSI db = BAR DIAMETER

TENSION BAR LAP LENGTH (b)

(FOR LENGTH b - SEE REINF. BAR DETAIL AND KEY NOTES)

BAR SIZE BARS SPACED > 2db BARS SPACED < 2db

(OTHER)

28"

37"

46"

56"

81"

93"

105"

118"

131"

42"

56"

70"

83"

122"

139"

157"

176"

196"

UNDISTURBED SOIL

WATERPROOFING

- SEE ARCH.

NEEDLE-PUNCHED GEOTEXTILE

FILTER FABRIC AROUND CLEAN

GRANULAR FILL

4" DIA. SLOTTED PVC COLLECTOR

PIPE (NO FILTER SOCK)

COMPACTED NON-EXPANSIVE

COHESIVE FILL

SUBSTRUCTURE

DRAINAGE MAT

CIP CONC. WALL - SEE PLAN &

SCHED. FOR SIZE AND REINF.

CONC. SLAB ON

GRADE - SEE PLAN

CLEAN BASE OF BACKFILL

PRIOR TO CONSTRUCTION

OF DRAINAGE SYSTEM

STEP EXCAVATION PER

OSHA REQUIREMENTS

WATERSTOP - SEE

STRUCTURAL NOTES

M

IN

INSULATION - SEE ARCH.

CONC. FOOTING - SEE PLAN

& SCHED. FOR SIZE & REINF.

2'-0" - TYPICAL

(2) #5 BARS…