July 21, 2016 Architectural Project #1602/#1609 UCP 2 ...keymarkcompany.com/sites/default/files/projects/addenda_2.pdf · Redevelopment, City Hall, 17 ... calendar days after the

Page 1 of 1

July 21, 2016 Architectural Project #1602/#1609 UCP 2 Duplexes & 2 Houses ADDENDUM NO. 2 PROJECT: Construction of 2 Duplexes and 2 Houses THIS LETTER CONSTITUTES ADDENDUM NO.2 The information contained in this Addendum shall become a part of the basic plans and specifications, the same as is originally incorporated therein. The original plans and specifications shall remain in their entirety, except as modified by the Addendum. The items herein shall supersede information in each specifications and plans. The Addendum shall be acknowledged by signing on page 2 of 3 of the Bid Form. Failure to do so shall be cause for rejection of your bid. The proposed contract documents for this work are modified as follows: Item #1 Building Sections have been revised to show slab floor systems. See Sheet A-3 in

Package B “2 Houses”. Item #2 House Foundation Details have been revised. See Sheet A-1 in Package B “2

Houses”. Item #3 Contractor is to purchase 8x10 shed from Habit for Humanity, place on site as

indicated, and install vinyl siding and asphalt shingles to match house. See revised notes on Sheet SP-1 in Package A “2 Houses”.

Item #4 Time of completion has been extended from 135 days to 160 days after the

Notice to Proceed is issued. See revised Invitation to Bid and Instructions to Bidders in Project Manual.

Item #5 Contractor is to pay all utility tap fees associated with project. See revised notes

on Sheet SP-1 in both Package A & B drawings.

INVITATION TO BID

United Cerebral Palsy of the Wabash Valley, Inc. (UCP) will receive sealed bids for the construction

of two (2) duplexes and two (2) houses on the UCP site, 1400 Hulman St. in the City of Terre Haute,

Indiana until 10:30 AM on the 28th day of July, 2016, at the office of the Department of

Redevelopment, City Hall, 17 Harding Ave., Room 301, Terre Haute, Indiana at which time and place

all bids will be publicly opened and read aloud.

Bids will be received on the basis of a single lump sum and alternates for complete construction as

described in the Instructions to Bidders. Contractors may bid package (A) two (2) Duplexes or

package (B) two (2) Houses or both packages (A) & (B). The work is to include all labor, materials,

equipment, tools and appliances, transportation, all applicable taxes, permits and everything required

for the entire performance and completion of the work in every detail.

All work shall be in strict accordance with this Invitation to Bid and the bidding Contract Documents

as prepared by Sanders & Associates, Inc. Any bids received after the above specified time and date

will be returned to bidders unopened. Bids shall be accompanied by the General Contractor’s

Proposal Contents as stated in the specifications.

Bidding and Contract Documents including Drawings and Specifications may be examined in the

office of the architect, Sanders & Associates, Inc., 611 Deming St., Terre Haute, Indiana, 47807, (812)

232-5256, or at www.Sandersandassocplanroom.com, or at the Dept. of Redevelopment, City Hall, 17

Harding Avenue, Room 301, Terre Haute, Indiana (812) 244-2393.

Plans and specifications will be available for distribution July 7, 2016. The plans and specifications

must be purchased directly from Rapid Reproductions, 129 S. 11th St., Terre Haute, IN 47807, with no

deposit required, or online at www.Sandersandassocplanroom.com . No bids shall be withdrawn for a

period of sixty-(60) calendar days after the bid opening without written consent of the Architect.

Do not include sales tax in the bid amount. The owner is exempt from payment of Indiana Sales Tax

and Use Tax. The owner will furnish the contractor with the necessary exemption number upon

request.

A certified check or bank draft, payable to the order of United Cerebral Palsy of the Wabash Valley,

Inc., negotiable U.S. Government Bonds (at par value), or a satisfactory Bid Bond executed by the

Bidder and acceptable surety, in an amount equal to five percent (5%) of the total amount of the bid

shall be submitted with each bid.

Bid Guaranty will be returned to unsuccessful bidders upon selection of the successful bidder. Bid

Guaranty of the successful bidder will be returned upon the signing of contracts. Bids may be held not

to exceed sixty-(60) days from the date of Bid Opening for the purpose of reviewing the Bids and

investigating the qualifications of the Bidders, prior to the award of a Contract.

Contractor receiving award shall furnish at the directive of the Owner, an approved Performance

Bond, Labor and Material Payment Bond in an amount at least equal to 100% of the contract amount,

or an irrevocable line of credit for 25% of the total construction contract. The line of credit must be

issued for the entire construction period plus one (1) year following construction completion.

http://www.sandersandassocplanroom.com/


The bidders are requested to meet with the owner and architect for a pre-bid conference at the office of

the Department of Redevelopment, City Hall, 17 Harding Ave., Terre Haute, IN on Monday, July 18,

2016 at 11:00 AM local time.

Contractors shall be aware that no less than minimum salaries and wages must be paid on this project.

The Contractor must insure that all employees and applicants for employment are not discriminated

against because of their race, religion, color, sex, national origin, or individuals with handicaps.

Women and Minority Owned Businesses qualified to perform the work contemplated by this

solicitation are encouraged to bid.

The work to be performed under this contract is on a project assisted under a program providing direct

Federal financing assistance from the Department of Housing and Urban Development and is subject

to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12

U.S.C. 1701u, and Executive Order 11246 as amended.

United Cerebral Palsy of the Wabash Valley, Inc. does business in accordance with the Federal Fair

Housing Laws and promotes fair housing in the community. It is illegal to discriminate against any

person because of race, color, religion, sex, handicap, family status, or national origin; in the sale or

rental of housing or residential lots, in advertising the sale or rental of housing, in the financing of

housing, in the provision of real estate brokerage services, in the appraisal of housing, and

blockbusting is also illegal.

The time completion of the project shall be 160 days after the notice to proceed. United Cerebral Palsy

of the Wabash Valley, Inc. reserves the right to reject any or all bids or waive any informality in the

bidding to the extent permitted by law.

Each bid must be enclosed in a sealed envelope marked:

Bid For: United Cerebral Palsy of the Wabash Valley, Inc.

Construction of 2 Duplexes and 2 Houses

Bid opening Thursday, July 28, 2016 at 10:30 AM

“Name and Address of Bidder”

Agent: Dan Sanders, Architect

Sanders & Associates, Inc.

611 Deming Street

Terre Haute, IN 47807

812-232-5256

Dated this 5th day of July, 2016

Instructions to Bidders

Page 1 of 4

INSTRUCTIONS TO BIDDERS

1. SECURING DOCUMENTS

Copies of the proposed Contract Documents are on file at the following offices:

Department of Redevelopment

City Hall, Room 301

17 Harding Avenue


Architect:

Sanders & Associates, Inc.

611 Deming Street


The bid packets, plans and specifications are available for purchase at Rapid Reproductions,

Inc. 129 S. 11th

St., Terre Haute, IN (Phone # 812-238-1681) or online at

www.sandersandassocplanroom.com

Copies of the proposed Contract Documents may be obtained for bidding purposes upon the

conditions set forth in the Invitation to Bid.

2. BID FORM

In order to receive consideration, make all bids in strict accordance with the following:

1) Make bids upon the forms provided therefore, with bids as shown properly executed and

with all items filled out. Do not change the wording of the Bid Form, and do not add

words to the wording of the Bid Form. Unauthorized conditions, limitations or

provisions attached to the proposal shall be cause for rejection of the proposal.

Alterations by erasure or interlineation must be explained or noted in the bid over the

signature of the bidder.

Total Complete Construction Bid for the construction of Package “A” - 2 duplexes or

Package “B” - 2 houses or Packages “A” and “B”.

2) No telegraphic bid or telegraphic modification of bid will be considered. No bids

received after the time fixed for receiving them will be considered. Late bids will be

returned to the sender unopened.

3) Each bid shall be addressed to the Owner, and shall be delivered to the Owner at the

address given on or before the day and hour set for opening of the bids. Each bid shall be

enclosed in a sealed envelope bearing the title of the work, the name of the bidder, and

the date and hour of the bid opening. It is the sole responsibility of the bidder to see that

his bid is received on time.



Page 2 of 4

3. EXAMINATION OF DRAWINGS, SPECIFICATIONS, AND SITE OF WORK

Before submitting a bid, each bidder shall carefully examine the Drawings, READ the

Specifications and all other proposed Contract Documents, and visit the site of the Work.

Each bidder shall fully inform himself prior to bidding as to all existing conditions and

limitations under which the Work is to be performed, and he shall include in his bid a sum to

cover all costs of all items necessary to perform the work as set forth in the proposed

Contract Documents. No allowances will be made to any bidder because of lack of such

examination or knowledge. The submission of a bid will be construed as conclusive

evidence that the bidder has made such examination.

4. WITHDRAWAL OF BIDS

Any bidder may withdraw his bid, either personally or by written request, at any time prior to

the scheduled time for opening bids. No bidder may withdraw his bid for a period of 60 days

after the date set for opening thereof, and all bids shall be subject to acceptance by the Owner

during this period.

5. AWARD OR REJECTION OF BIDS

The Contract will be awarded based on the low bid. The Owner also reserves the right to

reject the Bid of any bidder who has previously failed to perform properly, or in a timely

manner, or to complete an item, contracts of similar nature, who is not in a position to

perform the Contract, or who has habitually and without just cause neglected the payment of

bills or otherwise disregarded his obligations to subcontractors, materialmen, or employees.

The Contract is intended to be awarded to the apparent and best low bidder. In the case of

the acceptance of any alternates, it will be the lowest net or aggregate including the alternates

that the Owner accepts. The Owner reserves the right to accept any bid and to waive any

formalities.

6. EXECUTION OF AGREEMENT

The form of Agreement which the successful bidder, as Contractor, will be required to

execute, is included in the Project Manual:

1) The bidder to whom the contract is awarded by the Owner shall, within 7 days after

notice of award and receipt of Agreement form from the Owner, sign and deliver to the

Architect all required copies.

2) At or prior to delivery of the signed Agreement, the Contractor shall deliver to the

Architect the policies of insurance certificates as required by the Contract Documents.

All bonds and policies of insurance shall be approved by the Owner before the successful

bidder may proceed with the work.


Page 3 of 4

3) Failure or refusal to furnish bonds or insurance policies or certificates in a form

satisfactory to the Owner shall subject the bidder to loss of time from the allowable

construction period equal to the time delay in furnishing the required material.

7. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR TO BIDDING

If any person contemplating submitting a bid for construction of the Work is in doubt as to

the true meaning of any part of the proposed Contract Documents, or finds discrepancies in

or omissions from any part of the proposed Contract Documents, he may submit to the

Architect a written request for interpretation thereof not later than seven days before bids will

be opened.

1) The person submitting the request shall be responsible for its prompt delivery.

2) Interpretation or correction of proposed Contract Documents will be made only by

Addendum, and will be mailed or delivered to each bidder of record. All Addenda will

be a part of the Contract.

3) The Owner will not be responsible for any other explanations or interpretations of the

proposed Documents.

8. CONSTRUCTION TIME AND LIQUIDATED DAMAGES

The Agreement will include a stipulation that work be completed in 160 days. The

Agreement will also include a stipulation that liquidated damages will be established in the

amount of $100.00 per calendar day after the completion date that the work is not fully

completed and certificate of occupancy issued.

9. PERFORMANCE BOND

A performance and payment bond in a penal sum of 100 percent of the contract price; or as

may be required or permitted by State law, or an irrevocable line of credit listing United

Cerebral Palsy, Inc., as the sole beneficiary for 25% of the total construction contract. The

line of credit must be issued for the entire construction period plus one (1) year following

construction completion.

10. COMPLETION OF SPECIFICATIONS AND PLANS

Upon issue to prospective bidders the physical make-up and content of the plans,

specifications and extra proposal forms are intended to be complete for preparing and

submitting of proposals. However, the bidder will verify to his own satisfaction that all

material issued him is complete. Should he discover that a page, sheet, etc., is missing, he

shall notify the Architect in writing and it will be forwarded to him. After bids have been

submitted, no claim of ignorance of the requirements of bidding or of construction due to

such missing material will be recognized.


Page 4 of 4

11. PROPOSAL CONTENTS

All bids shall include properly executed forms as follows:

1) Bid Security

2) Bid Form 96

3) Bid Form Attachment

4) Non-Collusion Affidavits*

5) EEO Certificates*

6) Drug Free Work Place Certification*

7) Anti-Lobbying Certificates*

8) Non-Segregated Facilities*

9) Section 3 Plan* #

10) Proposed List of Subcontractors with addresses and phone numbers

The general contractor shall submit all the above items with their proposals, except the item

marked with a # sign. The item marked with a # sign will be submitted before the Notice to

Proceed is issued.

* All subcontractors shall submit these forms before the Notice to Proceed is issued.

# All subcontractors shall submit Item G- Section 3 Plan before the Notice to Proceed is

issued, if their contracts are over $100,000.00.

12. WAGES

Attention of bidders is called to the fact that no less than minimum salaries and wages must

be paid on this project.

13. PRE-BID MEETING

A Pre-Bid meeting will be at the Department of Redevelopment, City Hall Room 301, 17

Harding Ave., Terre Haute, IN on Monday, July 18th

, 2016 at 11:00am local time.

HULMAN STREET

14

th

S

TR

EE

T

113'-9"

330'-0"

55'-4"

55'-4"

55'-4"

300'-4"

UTILITY EASEMENT

20'-0"

13'-8"

20'-0"

29'-4"

10'-0"

EXISTING PARKING LOT

EX

IS

TIN

G P

AR

KIN

G LO

T &

D

RIV

E

DU

MP

ST

ER

30'-0"

EX

IS

TIN

G

TR

AN

SF

OR

ME

R

TRANSFORMER

140'-0"

20'-0"

10'-0"

74'-1

1

2

"

NEW

UNIT E

NEW

UNIT F

EXSITING PARKING

UNIT A NOT BUILT

FOR ADDED PARKING

NEW

LIGHTPOLE

NE

W A

SP

HA

LT

D

RIV

E

NEW 5' SIDEWALK

NE

W C

ON

CR

ET

E

PA

RK

IN

G

NE

W C

ON

CR

ET

E

PA

RK

IN

G

25'-10

1

2

"

10'-1

1

2

"

5'-0"20'-0"24'-0"20'-0"5'-0"

10'-0"

5'-0"

155'-4"145'-0"

1446

EXISTING

APARTMENT

COMPLEX

1442

1438

1434

1430

1426

1400

NEW

SINGLE

FAMILY

NEW

SINGLE

FAMILY

1422

1418

14101414

SLOPE GRADE AWAY FROM BUILDING

A MINIMUM OF 6" IN THE FIRST 10

FEET OR TO PROPERTY LINE

(WHICHEVER COMES FIRST).

CONTRACTOR TO MIX PHOSPHOROUS AND POT

ASH INTO SUBSOIL. REMOVE ALL STONES AND

OTHER DEBRIS. SOW MIXTURE OF KENTUCKY

BLUEGRASS AND FESCUE AT A RATE OF 6

POUNDS PER 1000 SQUARE FEET OR AS

RECOMMENDED BY SUPPLIER. SEED WITH

MECHANICAL DEVICE, STRAW ENTIRE YARD.

- CLEARING OF ALL EXISTING TREES,

CONCRETE, & DEBRIS ARE TO BE

REMOVED BY CONTRACTOR UNLESS

NOTED TO REMAIN. CONTRACTOR IS TO

DISPOSE OF ALL TRASH ON PROPERTY.

- TEMPORARY POWER AND WATER BY G.C.

-CONTRACTOR WILL BE RESPONSIBLE FOR

ALL UTILITY LINE INSTALLATIONS,

CONNECTIONS, ETC. NECESSARY FOR

COMPLETE CONSTRUCTION.

-PARKING LOT BUMPERS AND STRIPING TO

BE SUPPLIED BY CONTRACTOR.

10'-0"

10'-1

1

2

"

5'-0"20'-0"

1

3

5

°

36'-7"

2

6

'

-

5

1

2

"

61'-7

1

2

"

52'-7

1 2

"

2

6

'

-

5

1

2

"

5'-0"

5'-0"

5'-0"

R

5

'

-

0

"

10'-0"

20'-0"

16'-4"

24'-0"

ASPHALT

DRIVE

20'-0"

25'-10

1

2

"

10'-0"

16'-6

1

2

"

50'-0"

9'-0"

MANHOLE

NOTE:

ALL UTILITY TAP FEES ARE TO BE

INCLUDED IN THE COST OF THIS

PROJECT.

CONTRACTOR TO VERIFY

EXISTING SEWER LATERAL IS

CLEAN & CLEAR TO CITY SEWER

MAIN BEFORE CONNECTING NEW

LINE FROM PROPERTY.

CROSS SECTION

LONGITUDINAL ELEVATION

PARKING BUMPER DETAILS

NO SCALE

07/07/2016 DC/AJ

1602

DS

UCP of the WABASH VALLEY - 2 DUPLEXESDescription Date

REVISIONS

No.

TERRE HAUTE, INDIANAAddenda 1 - Civil drawings 07/13/20161

Addenda 2 07/21/20162

SITE PLAN & DETAILS

SP-1

VARIES1

SP-1

SITE PLAN

1" = 30'-0"

2

SP-1

ENLARGED SITE PLAN

1" = 20'-0"

NOTES:

PARKING LOT LIGHTING: SEE SCHEDULE ON

SHEET E-1

LANDSCAPING BY OTHERS

CONTRACTOR TO REMOVE EXISTING TREES

ON PROJECT SITE

POWER TO EACH UNIT WILL BE IN 2" CONDUIT

2

HULMAN STREET

14th S

TR

EE

T

113'-9"

33

0'-0

"

300'-4"

UTILITY EASEMENT

EXISTING PARKING LOT

EXISTING

APARTMENT

COMPLEX

EX

IS

TIN

G P

AR

KIN

G LO

T &

D

RIV

E

DU

MP

ST

ER

30

'-0

"

EX

IS

TIN

G

TR

AN

SF

OR

ME

R

TRANSFORMER

14

0'-0

"

NEW

DUPLEX

EXISTING PARKING

155'-4"145'-0"

12

'-0

"

44'-7

7

8

"

SA

NIT

AR

Y M

AIN

SID

EW

ALK

SANITARY LATERAL

SANITARY LATERAL

PLAN D

PLAN B

12

'-0

"

39'-6"

1400 HULMAN

1560

1568

NEW

DUPLEX

EXISTING

DUPLEX

EXISTING

DUPLEX

EXISTING

DUPLEX

12

'-0

"

44'-8"

PLAN "D"

PLAN "B"

NE

W P

UB

LIC

S

ID

EW

AL

K

12

'-0

"

4'-0

"

14'-8"

4'-0"30'-0"5'-0"9'-0"6'-0"

CONCRETE DRIVE

CONCRETE SIDEWALK

CONCRETE

PATIO

10'-0" 5'-0"

SHED

10

'-0

"

4'-0

"

9'-6"

12

'-0

"

4'-0"30'-0"5'-0"9'-0"6'-0"

CONCRETE DRIVE

CONCRETE SIDEWALK

SHED

10

'-0

"

4'-0

"

39'-6"

12

'-0

"

14

th

S

TR

EE

T

SA

NIT

AR

Y M

AIN

SA

NIT

AR

Y M

AIN

SANITARY LATERAL

SANITARY LATERAL

NOTE:

PARKING AREA SOIL TO BE STRIPPED ON

SITE, PROOF ROLLED SPREAD 4" OF

COMPACTED GRANULAR FILL W/ 4" OF 4000

PSI FIBER-REINFORCED CONCRETE.

CONCRETE TO BE STEEL TROWELED W/ LT.

BROOM FINISH RADIUS ALL EDGES.

CONTRACTOR TO PROVIDE NEW

SIDEWALKS AT STREET AS

SHOWN.

ALL UTILITY TAP FEES ARE TO BE

INCLUDED IN THE COST OF THIS

PROJECT.

CONTRACTOR TO VERIFY

EXISTING SEWER LATERAL IS

CLEAN & CLEAR TO CITY SEWER

MAIN BEFORE CONNECTING NEW

LINE FROM PROPERTY.

FINISHED FLOOR ELEVATION 16"

ABOVE EXISTING GRADE AT

HIGHEST ELEVATION AT BUILDING

LOCATION.

GENERAL NOTE:

AN UNFINISHED 8' X 10' STORAGE BUILDING,

EQUAL TO THOSE BUILT BY HABITAT FOR

HUMANITY, SHALL BE PURCHASED AND PLACED

ON THE SITE BY G.C. ACCORDING TO SITE PLAN.

THE G.C. WILL HAVE THE SOIL STRIPPED AND A

PROOF ROLLED SPREAD 4" OF COMPACTED

GRANULAR FILL IN THAT AREA.

G.C. WILL INSTALL VINYL SIDING AND ASPHALT

SHINGLE ROOFING ON SHED TO MATCH HOUSE

SIDING AND ROOFING. ALL TRIM TO BE

COVERED WITH ALUMINUM. NO EXTERIOR

WOOD TO BE EXPOSED.





CONTRACTOR TO MIX PHOSPHOROUS AND

POT ASH INTO SUBSOIL. REMOVE ALL STONES

AND OTHER DEBRIS. SOW MIXTURE OF

KENTUCKY BLUEGRASS AND FESCUE AT A

RATE OF 6 POUNDS PER 1000 SQUARE FEET

OR AS RECOMMENDED BY SUPPLIER. SEED

WITH MECHANICAL DEVICE, STRAW ENTIRE

YARD.

- CLEARING OF ALL EXISTING TREES,

CONCRETE, & DEBRIS ARE TO BE

REMOVED BY CONTRACTOR UNLESS

NOTED TO REMAIN. CONTRACTOR IS TO

DISPOSE OF ALL TRASH ON PROPERTY.

- TEMPORARY POWER AND WATER BY G.C.

-CONTRACTOR WILL BE RESPONSIBLE FOR

ALL UTILITY LINE INSTALLATIONS,

CONNECTIONS, ETC. NECESSARY FOR

COMPLETE CONSTRUCTION.

11

'-1

"

64'-8"

8'-0

"4

'-0

"

4'-0"

CONCRETE

PATIO

10'-0" 5'-0"





64'-8"

9'-0

"

3'-5

"

3'-5

"

8'-0

"

4'-0

"

TO CURB FINISH FLUSH WITH TOP OF CURB

4" CONC. WALK

WITH FIBER REINFORCING

4,000 psi 5% AIR ENTRAINED

WALK TO BE STEEL TROWELED

AND A LT. BROOM FINISH

TYPICAL SIDEWALK

WHERE CONC. WALK OCCURS ADJACENT

ALL JOINTS TO HAVE 1/4" RADIUS

COMPACTED EARTH

USE 1/4" TO 1/2" PREMOLDED FILLER

OR EVERY 100 SQ. FEET

WITH EXPANSION JOINTS 25' O.C

CONTRACTION JOINTS 5'-0" O.C.

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

NOTE:

SLOPE 1/4" PER FOOT

TOPSOIL

4'-0"

4" 1"

ALL WATER SERVICE MATERIALS AND INSTALLATION

SHALL BE PROVIDED IN STRICT ACCORDANCE WITH

THE STANDARD PUBLISHED SPECIFICATIONS OF THE

INDIANA- AMERICAN WATER COMPANY, INC. ,

PLACE & TAMP FILL IN 4" LIFTS

TO PROVIDE THOROUGH COMPACTION

COMPACTED SAND BEDDING

WATER SUPPLY LINE

COMMON BACKFILL MACHINE DUMP,

MOUND AND TRACK DOWN EXCESS

OVER TOP TO ALLOW SETTLEMENT

MOUND FOR SETTLEMENT

WATERLINE TRENCH

SCALE: NTS

4'6" M

IN

. C

OV

ER

COMPRESSIBLEJOINT SEALANT

CONTRACTION JOINT

TYPICAL SIDEWALK JOINTS

EXPANSION JOINT

SCALE: 1" = 1'-0"

JOINT FILLER

1/4" RADIUS

1/2"

1"

4"

1

8

"

4"

3/4" +/-

MAIL BOX BY DIPLOMAT OR

EQUAL COLOR BLACK

FURNISHED AND INSTALLED BY

G.C.

PORCH FLOOR

LOCATE NUMBERS & BOX

AS DIRECTED BY

ARCHITECT

BY G.C.

KINGSIZE POLYETHYLENE

4" ALUM HOUSE NUMBERS

BY COLE OR EQUAL

COLOR BLACKFURNISHED AND INSTALLED

48" T

O C

EN

TE

R O

F B

OX

MAILBOX PLACEMENT DETAILS

SCALE: NTS

HERITAGE CREAM SNOW SNOW SNOW SNOW WHITE #001 PRE-FINISH WOOD STAIN

WEATHERWOOD

WHITE

WHITE 30B

D

OXFORD BLUE

MIDNIGHT

PEWTER GRAY

WHITE #001

SNOW SNOW SNOW SNOW PRE-FINISH WOOD STAINWHITE 30

SNOW

SNOW

WHITE

SHUTTERS

GUTTERS/

ROOFING

WINDOW

FRONT AND REAR DOOR

FASCIA

SOFFIT TRADITIONAL

GABLE VENTSPORCH RAILING

DOWNSPOUTS

MANF. CERTAINTEED MID-AMERICA MID-AMERICA

MID-WEST

CERTAINTEED CERTAINTEEDGAF ROYAL SOVER.

CERTAINTEED SHERWIN WILLIAMS PAINTCERTAINTEED

TRIM

RAKE TRIM

CERTAINTEEDQUALITY FENCE

VINYL SIDINGUNIT

GUTTERING

SUPER CORNERINVISIVENT

E X T E R I O R F I N I S H S C H E D U L E

NOTES:

BLUE #166

MIDNIGHT

BLUE #166

1568 S. 14TH STREET

1560 S. 14TH STREET

HOME ADDRESS

07/07/2016 DC/AR

1609

DS

UCP OF THE WABASH VALLEY - 2 HOUSES Description Date

REVISIONS

No.

COPYRIGHT 2016

TERRE HAUTE, INADDENDA 1 - NO CHANGES 07/13/161

ADDENDA 2 07/21/162

SITE PLAN & DETAILS

SP-1

VARIES

1

SP-1

SITE PLAN

1" = 30'-0"

2

SP-1

ENLARGED SITE PLAN

1" = 20'-0"

EXISTING TREES

STAMPED "MYERS IN LS 9400006"

CAST IRON MONUMENT BOX

5/8" REBAR W/ PLASTIC CAP

POWER POLE

FOUND PIN

PK NAILPK

DRIVEN FLUSH

IRON PIN IN MONUMENT

MANHOLE

FOUND BOLTFB

FOUND RAIL ROAD SPIKE

SET COTTON GIN SPINDLE

FS FOUND STONE

RR

LEGEND

2

2

4" 4,000 PSI CONCRETE SLAB OVER

6 MIL VAPOR BARRIER ON 4" MIN

COMPACTED GRANULAR FILL

24

" M

IN

8"

16" MIN

#4 REBARS

CONTINUOUS

# 4 VERTICAL BARS

48" O.C.

8" CONC. BLK.

1

2

" EXPANSION JOINT

2x6 BOT. PLATE

8" CON. SLAB

FORM BLK

4" 4,000 PSI CONCRETE SLAB OVER 6 MIL

VAPOR BARRIER

ON 4" MIN COMPACTED GRANULAR FILL

24

" M

IN

8"

16" MIN

#4 REBARS

CONTINUOUS

1 1/2" RIGID INSULATION

1

2

" EXPANSION JOINT

1"




24

" M

IN

8"

16" MIN

#4 REBARS

CONTINUOUS

# 4 VERTICAL BARS

48" O.C.

8" POURED CONC.

1

2

" EXPANSION JOINT

2x6 BOT. PLATE

8" CON. SLAB

FORM BLK

1"

16" DOWEL

ANCHOR BOLT




24

" M

IN

8"

16" MIN

#4 REBARS

CONTINUOUS

1 1/2" RIGID INSULATION

1

2

" EXPANSION JOINT

16" DOWEL

ANCHOR BOLT

8" CONC. BLK

8" POURED CONC.

8" CMU

16"

8"

4" - 4,000 PSI FIBER

REINFORCED CONC. SLAB

SLOPE 1" AWAY FROM BUILDING

COMPACTED

GRANULAR FILL

5

A-1D

SECTION THRU PORCH @ PATIO

3/4" - 1'-0"




24

" M

IN

8"

16" MIN

#4 REBARS

CONTINUOUS

1 1/2" RIGID

INSULATION

1

2

" EXPANSION JOINT

16" DOWEL

ANCHOR BOLT

8" CONC. BLK

1

A-1D

SECTION THRU FOUNDATION (CMU)

3/4" - 1'-0"

2

A-1D

SECTION THRU PORCH (CMU)

3/4" - 1'-0"

3

A-1D

SECTION THRU FOUNDATION (CONC.)

3/4" - 1'-0"

4

A-1D

SECTION THRU PORCH (CONC.)

3/4" - 1'-0"

PATIO

TURNED DOWN SLAB

NOTE: CONTRACTOR MAY USE CMU OR POURED CONC FOR FOUNDATION WALLS

1

1

2

" RIGID INSUL.

1

1

2

" RIGID INSUL.

6

A1.1

WALL TYPES

1/2" - 1'-0"

8'-1

1 8

"

5

1

2

"

3

1

2

" 3

1

2

"

SUB FLOOR

A B C

5

1

2

"

A1

8'-1

1 8

"

2- 2 X 6'S TOP PLATE

HOUSE WRAP

7/16" O.S.B.

R-19 INSULATION

2 X 6 STUDS @ 24" oc

5/8" GYP.BD.

2 X 6 BTTM PLATE


HOUSE WRAP

7/16" O.S.B.

R-19 INSULATION


5/8" GYP.BD.

WATER RESISTANT

ON BATH RM.

2 X 6 BTTM PLATE


1/2" GYP BD


1/2" GYP.BD.

WATER RESISTANT

ON WET WALL

AREA

2 X 4 BTTM PLATE


1/2" GYP BD

BOTH SIDES


2 X 4 BTTM PLATE

07/07/2016 DC/AR

1609

DS


REVISIONS

No.

COPYRIGHT 2016


ADDENDA 2 07/21/162

FOUNDATION DETAILS

A-1

3/4" = 1'-0"

CONSTRUCTION FOUNDATION NOTES:

1. CONTRACTOR SHALL DO ALL EXCAVATING FOR FOUNDATION AS

REQUIRED BY THE DRAWINGS AND IN AGREEMENT WITH BUILDING

CODES. THE BOTTOMS OF ALL EXCAVATIONS SHALL BE EXACTLY

LEVEL, AND ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED

EARTH OR ENGINEERED FILL. EXCAVATIONS ARE TO BE KEPT FREE

FROM STANDING WATER AT ALL TIMES.

2. CONCRETE MUST BE A MIXTURE AND DENSITY TO YIELD 3,500 PSI

TEST AT 28 DAYS FOR FOUNDATIONS UNLESS OTHERWISE NOTED ON

DRAWINGS.

3. REINFORCING STEEL: ASTM A615--GRADE 40 LAP ALL HORIZONTAL

REINFORCING 12 INCHES MINIMUM AT SPLICES AND CORNERS.

4. WELDED WIRE FABRIC: ASTM A185 PLACE W.W.F. REINFORCING AT

MID DEPTH OF SLAB AND LAP 8" AT SIDE AND END LAPS.

5. 1/2"® EXPANSION ANCHORS MAY BE USED IN LIEU OF CAST-IN

PLACE ANCHOR BOLTS ANCHORS MUST HAVE ALLOWABLE LOAD

OF 2000 lbs. IN TENSION AND SHEAR.

6. ALL EXTERIOR CONCRETE TO BE 4,000-PSI FIBER REINFORCED

CONCRETE WITH 6 TO 7 PERCENT AIR ENTRAINMENT.

7. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS IN THE FIELD.

8. ALL MUDSILLS TO BE PRESSURE TREATED.

CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN

THE FIELD.

2. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY

VERTICAL & LATERAL BRACING @ ALL TIMES DURING CONSTRUCTION &

UNTIL STRUCTURE IS COMPLETEL TIED TOGETHER.

3. ALL LOAD-BEARING DIMENSION LUMBER FOR JOIST, BEAMS AND

GIRDERS SHALL CONFORM TO APPLICABLE STANDARDS OR GRADING

RULES AND SHALL BE SO IDENTIFIED BY GRADE MARK . THE GRADE MARK

SHALL PROVIDE ADEQUATE INFORMATION TO DETERMINE THE

ALLOWABLE STRESS IN BENDING, AND "E" THE MODULES OF ELASTICITY.

BLOCKING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER.

4. LOAD-BEARING DIMENSION LUMBER FOR STUDS, PLATES SHALL BE A

MINIMUM OF # 2 KD OR STUD GRADE LUMBER NON BEARING STUDS SHALL

BE STANDARD OR STUD GRADE AND SHALL NOT EXCEED 16" O/C. ALL

SILLS AND PLATES SUPPORTING STUDS SHALL NOT BE LESS THAN STUDS

BEING SUPPORTED.

ALL LUMBER SHALL BE STRAIGHT AND FREE FROM DEFECTS.

ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR SOIL IS TO BE

PRESSURE TREATED.

5. GENERAL CONTRACTOR TO PROVIDE BENCHMARK ELEVATION FOR

FINISH FLOOR HEIGHT.

6. NO STUD SHALL BE NOTCHED MORE THEN 25% OF ITS DEPTH TO

RECEIVE PIPING OR DUCTWORK. IF MORE IS REQUIRED, THE PARTITION

STUDS SHALL BE INCREASED ACCORDINGLY. WHERE THE RUNNING OF

PIPES AND DUCTWORK NECESSITATES THE CUTTING OF PLATES, PROPER

PROVISIONS SHALL BE MADE FOR TYING TOGETHER AND SUPPORTING ALL

STRUCTURAL MEMBERS AFFECTED BY SUCH CUTTING. DOUBLE STUDS

MAY BE BORED 60% OF WIDTH, BUT NO MORE THAN TWO ( 2 ) SUCCESSIVE

DOUBLE STUDS. NONBEARING STUDS MAY BE NOTCHED 80% OF DEPTH.

7. STUD WALLS: ALL INTERIOR PARTITIONS SHALL BE 2 X 4'S 16" O/C ALL

EXTERIOR WALLS SHALL BE 2 X 6'S 24" O/C EXCEPT AS NOTED ON

DRAWINGS. THERE SHALL BE DOUBLE STUDDING AROUND ALL OPENINGS,

AND AT CORNERS; AND PROPER HEADERS ACROSS ALL OPENINGS. FINISH.

TEES SHOULD BE INSULATED PRIOR TO COMPLETING FRAMING.

8. NAILERS ARE TO BE PROVIDED ON ALL WALLS PARALLEL WITH ROOF

TRUSSES TO PROVIDE BACKING FOR GYP BD. CEILING TO PREVENT

CEILING CRACKS FROM TRUSS UPLIFT DO NOT NAIL ANY CLOSER THEN 16"

FROM PARTITIONS TO BOTTOM CHORD OF TRUSS.

9. ALL WOOD CONSTRUCTIONS PER UBC SEC. 2517 CONVENTIONAL

CONSTRUCTION PROVISION, UNLESS OTHERWISE NOTED. ALL LUMBER

SHALL BE GRADED IN ACCORDANCE WITH THE NATIONAL FOREST

PRODUCTS ASSOCIATION PROVIDE NAILING AS INDICATED ON

DRAWINGS,OR SPECIFIED IF NOT SPECIFIED NAILING TO BE PER UBC

TABLE 25Q

22

2 2

2

812

8'-1

"

CROSS TIES 48" O.C.

IN TOP 1/3 OF ATTIC

SPACE

B

R

A

C

E

B

A

C

K

T

O

W

A

L

L

2

A-3

CROSS SECTION - CONV. FRAMING

1/4" - 1'-0"

1

A-3

CROSS SECTION - TRUSS FRAMING

1/4" - 1'-0"

812

8'-1

"

SEE FOUNDATION PLAN

FOR DETAILS BELOW GRADE

3

A-3

TYP. EXTERIOR WALL SECTION

3/4" - 1'-0"

4

A-3

SEISMIC ANCHOR FOR RAFTER OR TRUSSES

1 1/2" - 1'-0"

2- 2 X 4' S

2- 2 X 8' S

2- 2 X 10' S

2- 2 X 12' S

B

D

E

C

A ------ ------

SPAN FOR BEARING WALLS

6'-0"

5

A-3

INSULATED HEADER SIZES

NTS

4'

4' TO 6''6' TO 8'

8' TO 10' 6' TO 8''

10' TO 12'

2- 2 X 6' S 4' TO 6' 4'

8' TO 10''

4' TO 6''

6' TO 8''

4'

------

2 X 6 SOLE PLATE

EXTRA 2 X 6 STUD FOR

R- 19 INSULATION

INTERSECTING 2 X 4 WALL

5/8" GYP BD

7/16" OSB

NAILER

INSULATION

2 X 4CROSS BRACE

2 X 6 NAILER


2 X 6 STUDS 24" O/C

R-19 INSULATION

7/16" OSB SHEATHING

7

A-3

INSULATED LEAD

3/4" - 1'-0"

6

A-3

INSULATED CORNERS

3/4" - 1'-0"

9

A-3

SECTION THRU FRONT PORCH

1/2" - 1'-0"

MAIN FLOOR

ELEV. 100'-0"

1 3/4" X 7" PARALLAM BEAM

PORCH FLOOR

ELEV 99'-11"

TOP OF PIPE COLUMN

ELEV 107'-1 7/8"

RAILING & SQUARE SPINDLESBY POLYRAIL (CARDINAL)

PORCHFLOOR

8

A-3

DETAIL OF SQUARE RAILING

3/4" - 1'-0"

07/07/2016 DC/AR

1609

DS


REVISIONS

No.

COPYRIGHT 2016


ADDENDA 2 07/21/162

2

2

2

BUILDING SECTIONS

A-3

1/4" = 1'-0"