Addendum 1 19156.pdf

DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

6/21/2022

PROJECT NAME

Straits State Park – Toilet Shower Buildings

FILE NUMBER

19156.TAP

PROFESSIONAL

NFE Engineers

PROJECT DIRECTOR

Tom Pawlowski

BID OPENING DATE:

7/6/2022

ADDENDUM ITEMS: (attach additional sheets and drawings if required)

1. Pre-bid meeting attendance sheets from the June 17, 2022, meeting are attached herein.

2. Bid due date is being extended from June 29, 2022, to July 6, 2022.

3. Historical electrical plans are provided herein as reference for the project. Work for providing power to each proposed building includes providing a new electrical feed to support the power requirements for each building. New feed shall be provided in appropriately sized conduit, meeting the requirements of the electrical code.

4. Notations concerning parking signs on sheet C5 shall be amended. Sleeves for posts shall be 8”, not 6”, with the resulting void filled with grout. In addition, the minimum height from finish grade to bottom of sign panels shall be 5’, rather than 6.67’.

5. Architectural plans are being updated to include all noted items from TDG memo attached herein.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

Steve Sutton

PROFESSIONAL: DATE: 6/20/2022

APPROVED BY:

PROJECT DIRECTOR: Tom Pawlowski DATE: 6/20/2022

Addendum

Please review this Addendum promptly. If any information included here is in error, please contact TDG Architects immediately.

Created by bgill 1 of 2 Created on 6/21/2022 7:47:00 PM

X:\Active\19-947 Nowak and Fraus - Straits State Park_Toilet Shower

Building\Submitals\Bids\Addendum\Straits SP ADDENDUM No. 1.doc

7 9 O a k l a n d A v e n u e

Po n t i a c , M I 4 8 3 4 2

T . ( 2 4 8 ) 8 7 4 -1 4 2 0

F . ( 2 4 8 ) 7 5 8 -9 9 2 6

T D GA r ch i t e c t s . co m

Date: June 21, 2022

TDG Project Name: Straits State Park – Shower Buildings

TDG Project #: 19-947

Contractor: TBD

Addendum Number: Addendum #1

INTENT

This Addendum is issued for modification after award of Contract due to a Requested Change. Except as otherwise specified hereinafter, and/or shown on the accompanying Drawings, all work shall be in accordance with the Contract Documents for this Project and the Addenda and approved Bulletins issues subsequent thereto.

DRAWING REVISIONS

Item No. 1: Refer to Sheet A101W (Issued)

1. Interior walls to be flush with block on public sides.

2. Details added as indicated.

3. Detail call-out 1/A101 added.

4. Revised floor drains heights so no slope is greater than 2%.

Item No. 2: Refer to Sheet A101E (Issued)

1. Interior walls to be flush with block on public sides.

2. Details added as indicated.

3. Detail call-out 1/A101 added.

4. Revised floor drains heights so no slope is greater than 2%.

Item No. 3: Refer to Sheet A201W (Issued)

1. Revise overhang at gable ends to 12”

2. Revised location of downspout to column.

3. Revised gutter detail to show downspout attached to column.

4.

Phone Meeting Report (Continued)

Created by bgill 2 of 2 Created on 6/21/2022 7:47:00 PM

X:\Active\19-947 Nowak and Fraus - Straits State Park_Toilet Shower

Building\Submitals\Bids\Addendum\Straits SP ADDENDUM No. 1.doc

Item No. 4: Refer to Sheet A201W (Issued)

1. Revise overhang at gable ends to 12”

2. Revised location of downspout to column.

3. Revised gutter detail to show downspout attached to column.

Item No. 5: Refer to Sheet A301W (Issued)

1. Revised downspout to be attached to columns

Item No. 6: Refer to Sheet A301E (Issued)

1. Revised downspout to be attached to columns

Item No. 7: Refer to Sheet A401 (Issued)

1. Revised section to show wall flush with block with a staggered stud 2x4 wall.

2. Revised location of cross beam to be flush with face of column.

Item No. 8: Refer to Sheet S101W (Issued)

1. Revised gable end overhangs to 12”

Item No. 9: Refer to Sheet S101E (Issued)

1. Revised gable end overhangs to 12”

Item No. 10: Refer to Sheet S201 (Issued)

1. Revised exterior control joint at building to ½”

Item No. 11: Refer to Sheet M101 (West and East) (Issued)

1. Added notes 20 and 21 as indicated.

Item No. 12: Refer to Sheet E 201 (West and East) (Issued)

1. Added note as indicated.

PORCH A

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

8" 3'-4"3'-0"3'-4" 3'-4" 8"3'-4"

1'-

24'-0"

1'-

8"

1'-

7' -8

9'-8"

5'-0"

1'-

1'-

1'-4" 1'-4"10'-4" 1'-4"10'-4"

24'-8"

3'-4" 5'-4"7'-4" 3'-4"

7'-4"

3'-0"

7'-4"

2' -8

31'-4"

2' -8

1'-

2' -8

1'-

1'-

7'-4"

2' -0

1'-

8" 8"7'-4"

2' -8

1'-

1'-

2' -8

1'-

1'-

1'-

2' -0

1'-

1'-

2' -8

1'-

2' -8

1'-

2' -8

1'-

1'-

" 5'-8" 4'-8" 4'-8" 8" 5'-8"

3'-4" 8"

8"

24'-0"

7' -0

4"

6'-0" 1'-4"

1'-8"

3'-4"

1'-8"

1'-

7'-0"

1'- 2"

3'-4"

8"

1'-

1'-

1'-

1'-

PORCH B

PORCH C

MEN'S

WOMEN'S

FAMILY/ADA

LAVATORY

ADA UNISEX

SHOWER

UNISEX

SHOWER

UNISEX

SHOWER

F.D.

H.B.

3" F.D.

3 33

TYP.

106B

110 109 108 107

106A104 105

A

B

B

B

B

15 18

6 9

F.D.

F.D. F.D.F.D.F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A401

A 4

A 4

A4

B

B

B

A4

A4

A401

1 1

3 3 3

20 20

28 28

29 29

34343434

A401

A4

F.D.

F.D.

TYP.

ADA UNISEX

SHOWER

UTILITIES AND

STORAGE ROOM

CJ

CJ

CJ

CJCJ

CJ

CJ

A101

OVERHEAD

0"

0"

0"0"

0"

0"

0"

0" 0"

0" 0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

-11/16"

-7/8" -5/8"

0" 0"

0" min.

4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

0"

0"

30 30

4"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0" 0"

0"

0"

0" 0"

0"

0"

0"

0"

0" 0"

-9/16"

30 30

303030

30 30 30 30 m in

1/ f t

(t y p min.

1/4" / ft.

(typ.)

min.

1/4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

313131

A401

30 30 30

A401

0"-3/4"

7' -0

2' -4

E S201

-3/4"

-3/4"

-3/4"

-3/4"

-3/4"

-3/4"

-3/4"

-3/4"-3/4"

-9/16"-11/16"

-9/16" -9/16"-1/2"-1/2"

1 6"x6" SOLID CEDAR WOOD COLUMN

ON 16" X 16" MASONRY COLUMN BASE

AND PRE-CAST CAP. STAIN WOOD

COLUMN. see det. #c/s201.

4" REINFORCED CONCRETE SLAB

SIDEWALK. SLOPE SIDEWALK AWAY

FROM BUILDING AT MIN. 1/4" PER 1'-0".

ALUMINUM DOOR AND FRAME.

ALUMINUM WINDOW UNIT see sheet a601 for more information.

DRINKING FOUNTAINS, provide 1/4" STEEL mounting plate on inside matching exterior mounting plate.

wall mounted hand dryer MOUNTED ON 1/4" solid surface splash guard.

18" X 36" wall mounted mirror. 1 per sink (typ.)

SOLID SURFACE COUNTERTOP WITH

SPLASH AND integrally sinks SEE

DET. #6/A401.

soap dispensers.

wall hooks SEE INTERIOR ELEVATIONS a501 FOR LOCATIONS

AND MOUNTING HEIGHTS.

toilet partitions.

WALL MOUNTED URINAL.

WALL MOUNTED URINAL SCREEN.

FLOOR MOUNTED TOILET.

toilet paper dispenser mounted To wall or partition.

36" horizontal grab bar.

42" horizontal grab bar.

18" vertical grab bar.

fold-up wall mounted changing table. mount 34" max. to top of table surface

Sharp OBJECT DISPOSAL - WALL

MOUNTED.

SANITARY NAPKIN DISPENSER - WALL

MOUNTED.

wall mounted HOSE REEL.

WALL MOUNTED MOP RACK AND

SHELF. MOUNT SHELF 6'-0" A.F.F. TO

TOP OF SHELF.

MOP SINK.

barrier free roLL-in shower seat.

48" horizontal grab bar.

30" GRAB BAR

36" X 12" WALL MOUNTED STAINLESS

STEEL FIXED BENCH with perforated top.

24" horizontal towel bar. mount at 36" a.f.f.

CONTROL JOINT. reference detail on s101.

4" REINFORCED CONCRETE ON

COMPACTED BASE. PROVIDED

POSITIVE DRAINAGE TO FLOOR

DRAINS.

INDICATES LINE OF 12" CONCRETE

BLOCK FOOTING wall BELOW.

indicates line of 8" concrete block wall.

INDICATES WALL MOUNTED SHOWER

UNIT. see sheet a501 for height

STAINLESS STEEL SINK - REFER TO

PLUMBING PLANS

floor mounted water heater.

CONSTRUCTION NOTES

A. all dimensions are from face of block to face of block or faced of finished material to face of finished material..

B. FOR MOUNTING HEIGHTS REFER TO INTERIOR

ELEVATIONS AND SHEET CS101.

C. refer to sheet a601 for accessories schedule. GENERAL CONTRACTOR TO

INSTALL ALL OWNER SUPPLIED ITEMS.

D. all exposed concrete block corners to be bullnose as indicated on plans. if block does not come with bullnose corners then bullnose will need to be completed in field to match standard CMu Bullnose.

E. grout block solid below grade to first course above grade, above all openings, top course and at mounting locations for bench's and changing table.

F. concrete block headers are to be lintel block or concrete lintel. bottom face to be solid.

G. general contractor to require the coordination between all trades to provide a proper floor finish and drainage.

GENERAL NOTES

WALL TYPES

8" insulated CONCRETE BLOCK W/ #4 @ 40"

O.C. HORIZ WITH HORIZ REINFORCING @ 16" O.C.

VERT.(OMNI Block), SEE DETAILS SHT. S301 (SEE

EXTERIOR ELEVATIONS FOR FINISHES)

REFER TO SHEET A601

WINDOW TYPES

2 8" CONCRETE BLOCK W/ #4 @ 40" O.C. HORIZ

WITH HORIZ REINFORCING @ 16" O.C. VERT.

(INTERIOR WALLS)

A

REFER TO SHEET A601B

EXTERIOR BRICK

REFER TO PROJECT SPECIFICATIONS FOR

MORE INFORMATION

Floor slopes to floor drains are to meet the requirements of the Michigan Plumbing Code and the American with Disabilities Act. Positive water drainage to drain be maintained and accessibility considerations are to be met to the best of the contractor's ability

Slope percentages and distance of fall shown on drawings are approximate and field conditions will alter these dimensions and slope percentages. Floor conditions to be confirmed in field by the general contractor and sub-contractor to verify that the code requirements are met. Any discrepancies shall be identified, and the Owner's project representative notified prior to any floor grinding.

Michigan Plumbing Code requires shower floors to be sloped (2-percent slope) per IPC 416.5.2

ADA requirements that maximum cross slope is 1:48 (2-percent slope) per ICC A117.1-2009 Section 403.3

Notes Regarding Floor Slab Sloping to Drains

1x t&g mi white cedar paneling cedar corner trim

1x t&g mi white cedar paneling beveled cedar siding on osb sheathing

2x4 staggered studs @ 16" o.c.

2x4 studs @ 16" o.c.

perimeter insulation not shown for clarity

- fully insulate gable perimeters with r-20 insulation

2" anchors @ 6' o.c. - 6" max.

from bd. ends

109 108

A

A101

B

A101

A B

INT. EXT. INT. INT.

1x t&g mi white cedar paneling cedar trim lap cedar siding on osb sheathing staggered 2x4 studs @ 16" o.c.

(2) 2X8 PLATE - 1

2" anchors @ 6' o.c.

- 6" max. from

bd. ends

R-20 MIN. INSUL.

GABLE ENDS ONLY

chalk

FLOOR PLAN

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

JC

/E

N G

B Y

PR

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C

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D

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PC

A

D R

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B Y

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B

Y

R

EV

IE

W

D

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E

-0

BS

G

M

EH

C

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R

TD

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PR

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C

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A M

A M

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A M

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A R

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EN

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C H

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G

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A

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IC

H

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A

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A D

A M

P . L

A C

H , R

A , D

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A

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F

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IT

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S

A D

M

IN

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A

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D

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IG

N

A N

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R

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IS

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Ph as e

- 5

0%

/1 /2

Ph as e

- 9

0%

/5 /2

Ph as e

- B id D oc um en ts

5/

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Ad de nd a

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C O

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SL

AB

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F

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A1

W

CONCRETE SLAB PLAN

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

FRAMING DETAIL PLAN

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

FRAMING DETAIL SECTIONS

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

PORCH A

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

8"3'-4" 3'-0" 3'-4"3'-4"8" 3'-4"

1'-

24'-0"

1'-

8"

1'-

7' -8

9'-8"

5'-0"

1'-

1'-

1'-4"1'-4" 10'-4"1'-4" 10'-4"

24'-8"

3'-4"5'-4" 7'-4"3'-4"

7'-4"

3'-0"

7'-4"

2' -8

31'-4"

2' -8

1'-

2' -8

1'-

1'-

7'-4"

2' -0

1'-

8"8" 7'-4"

2' -8

1'-

1'-

2' -8

1'-

1'-

1'-

2' -0

1'-

1'-

2' -8

1'-

2' -8

1'-

2' -8

1'-

1'-

5'-8"4'-8"4'-8"8"5'-8"

3'-4"8"

8"

24'-0"

7' -0

4"

6'-0"1'-4"

1'-8"3'-4"1'-8"

1'-

7'-0"

1'- 2"

3'-4"

8"

1'-

1'-

1'-

1'-

PORCH B

PORCH C

MEN'S

WOMEN'S

FAMILY/ADA

LAVATORY

ADA UNISEX

SHOWER

UNISEX

SHOWER

UNISEX

SHOWER

F.D.

H.B.

3" F.D.

2 1

33 3

7TYP.

7 TYP.

106B

110109108107

106A 104105

A

B

B

B

B

25 25

F.D.

F.D.F.D. F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

A4

A4

A 4

B

B

B

A 4

A 4

A401

1 1 1

34 34 34 34

A401

A 4

2 2

F.D.

F.D.

ADA UNISEX

SHOWER

UTILITIES AND

STORAGE ROOM

A401

CJ

CJCJ

CJ

CJ

CJ CJ

A101

OVERHEAD

0"

0"

0" 0"

0"

0"

0"

0"0"

0"0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"

-.75"

0" 0"

0" min.

4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

0"

0" c.j.

4"

0"

0"

0"

0"

0"

0"

0"

0"

0"

0"0"

0"

0"

0"0"

0"

0"

0"

0"

0"0"

30 30 30

30303030 m in

1/ f t

(t y p min.

1/4" / ft.

(typ.)

min.

1/4" / ft.

(typ.)

m in

1/ f t

(t y p m in

1/ f t

(t y p

31 31 31

A401

30 30

303030

A401

0"

-.75"

7' -0

2' -4

-3/4" -3/4"

-3/4"

-3/4"

-9/16"

-1/2"

-3/4"

-3/4"

-3/4"

-11/16"

-9/16"

-11/16"

-9/16"

-9/16"

-1/2"

-3/4"

-7/8"

-5/8"

1 6"x6" SOLID CEDAR hand hone

WOOD COLUMN ON 16" X 16" MASONRY

COLUMN BASE AND PRE-CAST CAP.

STAIN WOOD COLUMN. see det.

#c/s201.

4" REINFORCED CONCRETE SLAB

SIDEWALK. SLOPE SIDEWALK AWAY

FROM BUILDING AT MIN. 1/4" PER 1'-0".

ALUMINUM DOOR AND FRAME.

ALUMINUM WINDOW UNIT see sheet a601 for more information.

DRINKING FOUNTAINS, provide 1/4" STEEL mounting plate on inside matching exterior mounting plate.

wall mounted hand dryer MOUNTED ON 1/4" solid surface splash guard.

18" X 36" wall mounted mirror. 1 per sink (typ.)

SOLID SURFACE COUNTERTOP WITH

SPLASH AND integrally sinks SEE

DET. #6/A401.

soap dispensers.

wall hooks SEE INTERIOR ELEVATIONS a501 FOR LOCATIONS

AND MOUNTING HEIGHTS.

toilet partitions.

WALL MOUNTED URINAL.

WALL MOUNTED URINAL SCREEN.

WALL MOUNTED TOILET.

toilet paper dispenser mounted To wall or partition.

36" horizontal grab bar.

42" horizontal grab bar.

18" vertical grab bar.

fold-up wall mounted changing table. mount 34" max. to top of table surface

Sharp OBJECT DISPOSAL - WALL

MOUNTED.

SANITARY NAPKIN DISPENSER - WALL

MOUNTED.

wall mounted HOSE REEL.

WALL MOUNTED MOP RACK AND

SHELF. MOUNT SHELF 6'-0" A.F.F. TO

TOP OF SHELF.

MOP SINK.

barrier free roLL-in shower seat.

48" horizontal grab bar.

30" GRAB BAR

36" X 12" WALL MOUNTED STAINLESS

STEEL FIXED BENCH with perforated top.

24" horizontal towel bar. mount at 36" a.f.f.

CONTROL JOINT. reference detail on s101.

4" REINFORCED CONCRETE ON

COMPACTED BASE. PROVIDED

POSITIVE DRAINAGE TO FLOOR

DRAINS.

INDICATES LINE OF 12" CONCRETE

BLOCK FOOTING wall BELOW.

indicates line of 8" concrete block wall.

INDICATES WALL MOUNTED SHOWER

UNIT. see sheet a501 for height

STAINLESS STEEL SINK - REFER TO

PLUMBING PLANS

FLOOR MOUNTED WATER HEATER

CONSTRUCTION NOTES

A. all dimensions are from face of block to face of block or faced of finished material to face of finished material..

B. FOR MOUNTING HEIGHTS REFER TO INTERIOR

ELEVATIONS AND SHEET CS101.

C. refer to sheet a601 for accessories schedule. GENERAL CONTRACTOR TO

INSTALL ALL OWNER SUPPLIED ITEMS.

D. all exposed concrete block corners to be bullnose as indicated on plans. if block does not come with bullnose corners then bullnose will need to be completed in field to match standard CMu Bullnose.

E. grout block solid below grade to first course above grade, above all openings, top course and at mounting locations for bench's and changing table.

F. concrete block headers are to be lintel block or concrete lintel. bottom face to be solid.

G. general contractor to require the coordination between all trades to provide a proper floor finish and drainage.

GENERAL NOTES

WALL TYPES

8" insulted CONCRETE BLOCK W/ #4 @ 40" O.C.

HORIZ WITH HORIZ REINFORCING @ 16" O.C.

VERT.(OMNI Block), SEE DETAILS SHT. S301 (SEE

EXTERIOR ELEVATIONS FOR FINISHES)

REFER TO SHEET A601

WINDOW TYPES

2 8" CONCRETE BLOCK W/ #4 @ 40" O.C. HORIZ

WITH HORIZ REINFORCING @ 16" O.C. VERT.

(INTERIOR WALLS)

A

REFER TO SHEET A601B

EXTERIOR BRICK

REFER TO PROJECT SPECIFICATIONS FOR

MORE INFORMATION

Floor slopes to floor drains are to meet the requirements of the Michigan Plumbing Code and the American with Disabilities Act. Positive water drainage to drain be maintained and accessibility considerations are to be met to the best of the contractor's ability

Slope percentages and distance of fall shown on drawings are approximate and field conditions will alter these dimensions and slope percentages. Floor conditions to be confirmed in field by the general contractor and sub-contractor to verify that the code requirements are met. Any discrepancies shall be identified, and the Owner's project representative notified prior to any floor grinding.

Michigan Plumbing Code requires shower floors to be sloped (2-percent slope) per IPC 416.5.2

ADA requirements that maximum cross slope is 1:48 (2-percent slope) per ICC A117.1-2009 Section 403.3

Notes Regarding Floor Slab Sloping to Drains

1x t&g mi white cedar paneling cedar corner trim

1x t&g mi white cedar paneling beveled cedar siding on osb sheathing

2x4 staggered studs @ 16" o.c.

2x4 studs @ 16" o.c.

perimeter insulation not shown for clarity

- fully insulate gable perimeters with r-20 insulation

2" anchors @ 6' o.c. - 6" max.

from bd. ends

109 108

A

A101

B

A101

A B

INT. EXT. INT. INT.

1x t&g mi white cedar paneling cedar trim lap cedar siding on osb sheathing staggered 2x4 studs @ 16" o.c.

(2) 2X8 PLATE - 1

2" anchors @ 6' o.c.

- 6" max. from

bd. ends

R-20 MIN. INSUL.

GABLE ENDS ONLY

chalk

FLOOR PLAN

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

JC

/E

N G

B Y

PR

O

JE

C

T N

O

IN

D

EX

PC

A

D R

AW

N

B Y

D

ES

IG

N

ED

B

Y

R

EV

IE

W

D

AT

E

-0

BS

G

M

EH

C

IV

IL

E

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CONCRETE SLAB PLAN

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

FRAMING DETAIL SECTIONS

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

FRAMING DETAIL PLAN

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

1 1

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

SLOPE 4/12

S

LO

P E

/1

S

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P E

/1

8 8

9 13

111111

9 9 9

9 9

111111

SLOPE 5.5/12

SLOPE 5.5/12

SLOPE 5.5/12

SLOPE 5.5/12

SLOPE 5.5/12

S

LO

P E

.5 /1

S

LO

P E

.5 /1

SLOPE 5.5/12

SLOPE 5.5/12 SLOPE 5.5/12

SLOPE 5.5/12

SLOPE 5.5/12

SLOPE 5.5/12SLOPE 5.5/12SLOPE 5.5/12

1 DASHED LINE INDICATES LINE OF BUILDING OR COLUMN BELOW

PRE-FINISHED snap seam METAL ROOFING with striations

ON SELF ADHESIVE ICE AND WATER SHIELD ON 5/8" OSB

SHEATHING. ICE AND WATER SHIELD ENTIRE ROOF AREA.

METAL DRIP EDGE.

RIDGE cap.

PLUMBING VENT PENETRATION, FLASH AND SEAL PER

ROOFING MANUFACTURER'S REQUIREMENTS. COORDINATE

EXACT LOCATION WITH PLUMBING CONTRACTOR - PAINT TO

MATCH ROOF COLOR. installed square to roof.

soffit - 1x TONGUE AND GROOVE SIDING, SECURED TO

UNDERSIDE OF ROOF FRAMING ABOVE.

5" 26 GA GALV. STEEL CORRUGATED DOWNSPOUT & GUTTER

W/ SPLASH GUARD

WATER HEATERS VENT PENETRATION, FLASH AND SEAL PER

ROOFING MANUFACTURER'S REQUIREMENTS. COORDINATE

EXACT LOCATION WITH PLUMBING CONTRACTOR - PAINT TO

MATCH ROOF COLOR. installed square to roof.

1x TONGUE AND GROOVE SIDING, SECURED TO UNDERSIDE OF

ROOF FRAMING ABOVE.

1/2" plywood on 2x10 roof rafter with faced r-30 (9 1/2") insulation between rafters.

indicates column below.

RIDGE board install matching trim to cover ridge board.

VALLEY FLASHING PER MANUFACTURES RECOMMENDATIONS.

LVL'S WRAPPED WITH CEDAR BOARDS

Surface MOUNTED LIGHT FIXTURE WITH CONCEALED WIRING

KEY NOTES

5" 26 GA GALV. STEEL

CORRUGATED

DOWNSPOUT & GUTTER

W/ SPLASH GUARD-

color by owner.

grade secure downspout to wood column refer to civil drawings for more information.

REFLECTED CEILING PLAN

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

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#1 6/

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ROOF PLAN

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

R

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W

GUTTER AND DOWNSPOUT DETAIL

NOT TO SCALE

break metal fascia.

6x6 column limestone cap.

SPLIT FACE CMU

(1) course smooth face concrete block.

snap seam metal roof (beyond).

sink with side board.

(beyond).

alum. door and frame.

SPLIT FACE CMU

110109108107 break metal bevel cedar siding

GALV. METAL GUTTER AND

DOWNSPOUT.

6X6 POST

5 1/2

5 1/2

M.L. WRAPPED WITH 1X

CEDAR.

SPLIT FACE conc. block.

1X4 cedar TRIM

C .J

C .J

DOWNSPOUT, SEE DETAIL

A201

6x6 column limestone cap.

SPLIT FACE CMU

snap seam metal roof break metal

6x6 column limestone cap.

SPLIT FACE CMU

alum. window with vent.

snap seam metal roof

(1) concrete smooth face conc. block.

106B

AAA BBBB

break metal split face conc. Block.

C .J snap seam metal roof (beyond).

limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

6x6 column limestone cap.

SPLIT FACE CMU

wall mounted sink with backsplash. mounted on smooth face block alum. windows.

111B B B A AA

split face concrete block.

electrical outlet w/ locking cover break metal

A

WOOD VENT WITH

EXTERIOR INSECT SCREEN.

GALV. METAL GUTTER AND

DOWNSPOUT.

5 1/25 1/2 12 12 m.l. wrapped with rough sawn cedar.

(1) course smooth face concrete block.

bevel cedar siding

1X4 TRIM

C .J break metal fascia

6x6 column limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

WOOD LOUVER wall vent.

with removable screen (beyond).

smooth conc. block.

wall sink (beyond).

hi/lo drink fountains mounted on smooth concrete block conc. block.

SPLIT FACE CONCRETE

BLOCK.

104 106A 105

M.L. WRAPPED WITH 1X

ROUGH SAWN CEDAR.

5 1/2 5 1/2

Alum. door bevel cedar siding

1X4 TRIM

break metal fascia simpson beam to column ties APVl4 or approved equal (typ.)

simpson beam to column ties APVt4 or approved equal (typ.)

C .J aluminum window unit- refer to window schedule double 2X8 top plate

1X wood trim - flush or proud of block.

tongue and groove wood siding concrete masonry bond beam

BREAK METAL

5/8" roof sheathing ice and water shield

2X10 rafter framing @ 16" o.c.

bird mouth at top plate pre-finished metal roofing

5 1/2

CONT. 2X10

hurricane ties at each rafter

R-30 (9 1/2") FACED

FIBERGLASS INSULATION.

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

CONTINUOUS SEALANT

each side aluminum window unit

- refer to window schedule

2x pt blocking set in solid grout.

8" concrete masonry unit slope 1/8"/ft

BULLNOSE EDGE CMU

ON INSIDE

break metal secured under window. fully adheared (match window color) aluminum window unit continuous sealant typical each side cont. #4 reinf. grout solid. (typ.)

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

PROVIDE bullnose EDGE aluminum threshold aluminum door and frame continuous sealant typical each side

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

cont. #4 reinf. grout solid. (typ.)

PROVIDE bullnose EDGE aluminum door and frame concrete lintel or lintel block with solid bottom.

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN

continuous sealant typical each side

COLOR TO MATCH

SHIM AS NEEDED

bullnose edge.

METAL DUCT WORK.

SEAL PERIMETER

continuous sealant typical each side

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

concrete aluminum door and frame

2" expansion joint concrete masonry unit foundation wall refer to structural

REINFORCED CONCRETE

SLAB ON GRADE, REFER

TO STRUCTURAL

sweep

INTERIOREXTERIOR

PROVIDE bullnose EDGE

ALUMINUM THRESHOLD

EAST ELEVATION

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

WEST ELEVATION

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

EX

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W

2 WINDOW SILL

SCALE: 1-1/2"=1'-0"A301 A301

1 WINDOW HEAD

SCALE: 1-1/2"=1'-0"A301 A301

3 WINDOW JAMB

SCALE: 1-1/2"=1'-0"A301 A301

4 DOOR JAMB

SCALE: 1-1/2"=1'-0"A301 A301

5 DOOR HEAD

SCALE: 1-1/2"=1'-0"A301 A301

6 DOOR THRESHOLD

SCALE: 1-1/2"=1'-0"A301 A301

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#1 6/

/2 break metal

6x6 column limestone cap.

SPLIT FACE CMU

(1) course smooth face concrete block.

snap seam metal roof (beyond).

sink with side board.

(beyond).

alum. door and frame.

SPLIT FACE CMU

110 109 108 107 break metal bevel cedar siding

GALV. METAL GUTTER AND

DOWNSPOUT.

6X6 POST

5 1/2

5 1/2 m.l. wrapped with cedar.

SPLIT FACE conc. block.

1X4 cedar TRIM

C .J

C .J

8" dia. hand hone cedar log posts.

limestone cap.

SPLIT FACE CMU

snap seam metal roof

BREAK METAL

6x6 column limestone cap.

SPLIT FACE CMU

alum. window with vent.

snap seam metal roof

(1) concrete smooth face conc. block.

106B

BREAK METAL

split face conc. Block.

A A AB B B B

C .J

C .J snap seam metal roof (beyond).

limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

6x6 column limestone cap.

SPLIT FACE CMU

wall mounted sink with backsplash. mounted on smooth face block alum. windows.

split face concrete block.

electrical outlet w/ locking cover

BREAK METAL

WOOD VENT WITH

EXTERIOR INSECT SCREEN.

GALV. METAL GUTTER AND

DOWNSPOUT.

5 1/2

5 1/2 m.l. wrapped with rough sawn cedar.

(1) course smooth face concrete block.

bevel cedar siding

1X4 TRIM

BBBAA AA

C .J break metal fascia

6x6 column limestone cap.

SPLIT FACE CMU

snap seam metal roof (beyond).

WOOD LOUVER wall vent.

with removable screen (beyond).

smooth conc. block.

wall sink (beyond).

hi/lo drink fountains mounted on smooth concrete block conc. block.

SPLIT FACE CONCRETE

BLOCK.

104106A105

M.L. WRAPPED WITH 1X

ROUGH SAWN CEDAR.

5 1/2

5 1/2

Alum. door bevel cedar siding

1X4 TRIM

break metal fasica simpson beam to column ties APVt4 or approved equal (typ.)

simpson beam to column ties APVl4 or approved equal (typ.)C

.J

DOWNSPOUT, SEE DETAIL A201

aluminum window unit- refer to window schedule double 2X8 top plate

1X wood trim - flush or proud of block.

tongue and groove wood siding concrete masonry bond beam

BREAK METAL

5/8" roof sheathing

2X10 rafter framing @ 16" o.c.

bird mouth at top plate ice and water shield pre-finished metal roofing

5 1/2 hurricane ties at each rafter

CONT. 2X10

R-30 (9 1/2") FACED

FIBERGLASS INSULATION.

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

CONTINUOUS SEALANT

each side aluminum window unit

- refer to window schedule

2x pt blocking set in solid grout.

8" concrete masonry unit slope 1/8"/ft

BULLNOSE EDGE CMU

ON INSIDE

break metal secured under window. fully adheared (match window color) aluminum window unit continuous sealant typical each side cont. #4 reinf. grout solid. (typ.)

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

PROVIDE bullnose EDGE aluminum threshold aluminum door and frame continuous sealant typical each side

8" concrete masonry jamb unit at all openings. W/ BULL

NOSE CORNER ON INSIDE

cont. #4 reinf. grout solid. (typ.)

PROVIDE bullnose EDGE aluminum door and frame concrete lintel or lintel block with solid bottom.

WOOD LOUVER

W/ REMOVABLE INSECT

SCREEN

continuous sealant typical each side

SHIM AS NEEDED

bullnose edge.

METAL DUCT WORK.

SEAL PERIMETER

continuous sealant typical each side

1/2" anchor bolts @ 6'-0" o.c. or straps per manf. requirements.

concrete aluminum door and frame

2" expansion joint concrete masonry unit foundation wall refer to structural

REINFORCED CONCRETE

SLAB ON GRADE, REFER

TO STRUCTURAL

sweep

INTERIOREXTERIOR

PROVIDE bullnose EDGE

ALUMINUM THRESHOLD

WEST ELEVATION

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

SOUTH ELEVATION

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

NORTH ELEVATION

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

EAST ELEVATION

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

EX

TE

R

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VA

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AN

D

D

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AI

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ST

A3

E

2 WINDOW SILL

SCALE: 1-1/2"=1'-0"A301 A301

1 WINDOW HEAD

SCALE: 1-1/2"=1'-0"A301 A301

3 WINDOW JAMB

SCALE: 1-1/2"=1'-0"A301 A301

4 DOOR JAMB

SCALE: 1-1/2"=1'-0"A301 A301

5 DOOR HEAD

SCALE: 1-1/2"=1'-0"A301 A301

6 DOOR THRESHOLD

SCALE: 1-1/2"=1'-0"A301 A301

JC

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5.5

12" CONC. BLOCK

FOUNDATION WALL.

12" X 24" STRIP FOOTING.

8" split face omni CONC.

BLOCK

METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10

RAFTERS @ 16" O.C.

(2) 2x8 top plates.

BREAK METAL

2x10 rim board.

4" POLISHED AND SEALED

concrete slab. see a101 for slope solid surface counter top with integral sink.

1x T&G mich. white cedar paneling on 2x4 @ 16" o.c.

aluminum door and frame.

WD LOUVER vent with removable insect screen (beyond). vent to be covered with duct work and sheet metal. (frame per order vent.) min. size 35w x 38h with 5/12 slope.

1x T&G mich. white cedar paneling. on ceiling.

OPP

A401

A301

A301

A401 hurricane ties at each rafter

2x12 RIDGE BOARD WITH

SIMPSON STRONG TIE: LRU28Z

AT EACH 2X10 RAFTER.

2x10 blocking AT 1/3 points 8' O.C. max.

paint exposed wood.

1/2" plywd. underside of rafters (paint).

r-30 faced fiberglass insulation.

split face block grout solid.

2x8 top plate.

8" CONC. BLOCK.

8" SMOOTH FACE CMU

8" SMOOTH FACE CMU

8" SMOOTH FACE CMU8" SMOOTH FACE CMU

8" SMOOTH FACE CMU

8" SMOOTH FACE CMU

2X4 @ 16" O.C. STAGGERED

STUD WALL FLUSH W/ BLOCK

BOTH SIDES

OPP.

HAND

6"x6" post

1x T&G mich. white cedar paneling secured to roof rafters.

aluminum door bevel cedar siding ON 1/2"

OSB SHEATHING OVER

FRAMING - WITH R-20 MIN.

INSUL.

break metal fascia 2x10 RAFTERS @ 16" O.C.

cedar trim.

2x top plate beyond.

2X4 LOOKOUTS @ 24' O.C.

1x rough sawn wood trim over (2) 5 1/2" m.l. -provide chase for electrical wiring for lightings.

slope top 1/4"/ft.

1x T&G mich. white cedar paneling secured 2x4 @ 16" o.c.

3x4 rough sawn cedar trim.

r-30 face fiberglass insulation.

column base see detail #c sht. s201 for more information.

hanger beyond for m.l.

SIMPSON STRONG TIE:

WP3.12X SPECIAL ORDER

E S201

METAL ROOFING ON ICE

WATER SHIELD ON 5/8" ROOF

SHEATHING ON 2x10

RAFTERS @ 16" O.C.

2X4 @ 16" O.C. STAGGERED

STUD WALL FLUSH W/ BLOCK

BOTH SIDES

2x top plate beyond.

continuous sealant where mop sink abuts wall mop sink, refer to plumbing plans.

CONCRETE SLAB -

REFER TO

FOUNDATION PLAN

8" c.m.u. wall

4" SOLID SURFACE

BACKSPLASH.

SEALANT.

3/4" EXTERIOR

GRADE PLYWD.

SUBSTRATE

hAFELE WORK

SURFACE BRACKETS,

HEBGO, STEEL

(287.44.961) pipe insulation kit.

1/4" plate with thru bolts.

NOTE:

INSTALL PER DETAIL

NO ALTERNATIVES.

1/4" EXPANSION JOINT

12X22 ex. DUCT

METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10

RAFTERS @ 16" O.C.

1x4 rough sawn wood

TRIM.

2x4 box header.

8" omni CONC. BLOCK.

2X6 JOISTS @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

r-30 faced fiberglass insulation.

WOOD LOUVER WITH CUSTOM

REMOVAL EXTERIOR BUG

SCREEN.

(2) 1 3/4" X 7 1/4" M.L. RIDGE

UNISTRUT P1001 SECURED TO

UNIT AND UNISTRUT.

UNISTRUT P1001 BEARING on

AND SECURED TO BLOCK.

(CUT PLATE AS REQUIRED)

HORIZONTAL FURNACE.

energy recovery unit.

supported by uni-strut verify mounting with manf.

B S201

PLAN VIEW

CMU

2X4 P.T. WOOD

BLOCKING SET

IN SOLID GROUT

AT MOUNTING

LOCATIONS FOR

BENCHES.

grout solid

DRAINAGE

MATERIAL

PAN FLASHING

SYSTEM (WEEP

INSTALLED FLUSH)

INTEGRAL WATER

REPELLANT (IN CMU

AND MORTAR) AND

A POST-CLEANING

FIELD APPLIED

WATER REPELLANT

weeps @ 32" o.c.

min.

SELF LEVELING

CAULK

1/4" EXPANSION

JOINT

GROUT SOLID

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1 BUILDING SECTION

SCALE: 1/2"=1'-0"A401 A101

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7 SECTION AT PORCH A

SCALE: 1/2"=1'-0"A401 A101

8 SECTION AT PORCH B

SCALE: 1/2"=1'-0"A401 A101

5 FLASHING/WEEPS

SCALE: 1-1/2"=1'-0"A401 A401

6 COUNTER / MOP SINK CURB

SCALE: 1-1/2"=1'-0"A401 A101

9 BENCH / SHOWER / ETC.

SCALE: 1-1/2"=1'-0"A401 A401

TYP. WALL BLOCKING DETAIL /

A4

1 1

1 1

TYP.

TYP.

TYP.

TYP.

A

S201

TYP.

S401

C S201

B S102

E S201

TYP. @

DOORS

12 12 12

121212

8 8

2X8 ROOF @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

BELOW

(2) 2x10

(2) 2x10

(2 2x

(2 2x opening for duct work coordinate with hvac contractor.

center beam on wall to allow bearing for hanger.

PROVIDE 3" BEARING

FOR RIDGE BOARDS.

2X`0 ROOF @ 16" O.C.

ROOFING rafters

A401

TYP.

A401

TYP.

A401

2X4 GABLE END WALL

BELOW

typ typ typ typ sawcut 1 4 of slab thickness w/ joint filler, re: spec.

concrete grade slab w.w.f. - refer to notes cut every other wire at joint

2" X 8" smooth dowels @ 24" o.c.

grease and embedded in 2nd.

pour concrete grade slab w.w.f. - refer to notes cut every other wire at joint

4" 4"

1 4" CONCRETE SLAB W/ W.W.F. 6x6-W1.4xW1.4 IN TOP 1

3 OF SLAB

OVER 10 MIL. VAPOR BARRIER ON COMPACTED GRANULAR FILL.

SLOPE CONCRETE AS SHOWN ON SHEET A.101

CONCRETE SLAB PLAN TO ACCOMMODATE POSITIVE DRAINAGE

TO FLOOR DRAINS. SEE FINISH PLAN FOR POLISHED/SEALER

AREAS SHEET A601.

12" REINFORCED CONCRETE FOUNDATION WALL WITH

CONT. 24" X 12" STRIP FTG.

STEP FOUNDATION WALL 8" AT DOOR THRESHOLD /

ENTRY SYSTEM. (one course of block at doors)

4" CONCRETE GRADE SLAB; COORD. W/ CIVIL ENG. DOCUMENTS

PROVIDE THRU-WALL PVC SLEEVES AS REQUIRED PER PLUMBING

AND ELECTRICAL DRAWINGS. COORDINATE SIZE AND LOCATION

WITH RELATED TRADES.

16"x16" PIER SUPPORTED BY 36"x36" PAD FTG.

2x10 SPF NO 1 RAFTERS @ 16" O.C.

(2) 1 34" x 5 1

2" LVL W/ SIMPSON TOP FLANGE HANGER @ CMU WALL

CONNECTION SIMPSON STRONG TIE LBV3.56/5 1/2 OR W 3 1/2 X 5 1/2

- wrap w/ cedar boards - INSET BEAM FROM CORNER TO

ALLOW BEARING OF HANGER

(2) 1 34" x 7 1

4" LVL PROVIDE MIN. 3 STUD BEARING.

8" CMU LINTEL W/ (2) #5 CONT., BOND BEAM at openings

(2) 2X8 TOP PLATE SECURE TO BLOCK WTH 1/2" ANCHOR BOLT @

6'-0" O.C. OR SIMPSON STRONG TIE PER MANF.

8" dia. wood COLUMN W/ SIMPSON Cbtz concealed beam tie.

see detail 'c's201

2X6 NAILER

24"x12" REINFORCED CONC. STRIP FTG. - REFER TO DETAIL A / S201S

2x12 RIDGE BOARD

8" cont. bond beam @ top course provide grounding bar connected to footing reinforcing per NEC Section 250.52(A)(3) coordinate with electrical contractor, SEE SECTION 3, A501

(2) 1 34" X 5 1 2" lvl wrap w/ cedar boards

INDICATES 8" CONCRETE BLOCK WALL ABOVE.

provide #4 cont. reinf. @ 48" o.c. max with reinforcing at corners, intersections and each side of openings.

2 X 4 LOOKOUT @ 24" O.C.

20'-0" LONG GROUNDING ROD, SEE DETAIL THIS SHEET

KEYNOTES

1. CONCRETE SLAB INSTALLATION NEEDS TO BE COORDINATED

WITH THE ALL PARTIES INVOLVED BUT NOT LIMITED TO THE

GENERAL CONTRACTOR, FLAT WORK CONTRACTOR,

PLUMBING CONTRACTOR AND CONCRETE FLOOR POLISHER.

TO PROVIDE THE DESIRED DRAINAGE AND LOOK FOR THE

PROJECT.

2. SEE SHEET A101 FOR MORE INFORMATION ON CONCRETE

SLABS, INCLUDING SLOPES, DRAIN LOCATIONS AND CONTROL

JOINT LOCATIONS.

GENERAL NOTES

4 AWG OR LARGER BARE

COPPER CONDUCTOR OR

STEEL REINFORCING BAR

OR ROD NOT LESS THAN 1/2"

IN DIAMETER, AT LEAST 20'

LONG

NON-METALLIC

PROTECTIVE

SLEEVE

GROUNDING

ELECTRODE

CONDUTOR

CONNECTION LISTED

FOR THE PURPOSE

FOUNDATION IN

DIRECT CONTACT

WITH THE EARTH

TOP OF

FOUNDATION

WALL

FOUNDATION PLAN

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

JC

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S1

WROOF FRAMING PLAN

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

1 CONTROL JOINT

SCALE: 3/4"=1'-0"S101 S101

2 CONSTRUCTION JOINT

SCALE: 3/4"=1'-0"S101 S101

3 GROUNDING DETAIL

SCALE: 3/4"=1'-0"S101 S101

1 1

TYP.

TYP.

TYP.

TYP.

S401

A S201

TYP.

C

S201

B S102

E S201

TYP. @

DOORS

3 3

121212

12 12 12

2X8 ROOF @ 16" O.C.

ROOFING FOR GABLE

OVERLAY

2X4 GABLE END WALL

BELOW

TYP.

(2) 2x10

(2) 2x10

(2 2x

(2 2x opening for duct work coordinate with hvac contractor.

2X4 GABLE END WALL

BELOW

center beam on wall to allow bearing for hanger.

PROVIDE 3" BEARING

FOR RIDGE BOARDS.

2X`0 ROOF @ 16" O.C.

ROOFING rafters

TYP.

A401

A401

A401 typ.

typ.

typ.

typ.

sawcut 1 4 of slab thickness w/ joint filler, re: spec.

concrete grade slab w.w.f. - refer to notes cut every other wire at joint

2" X 8" smooth dowels @ 24" o.c.

grease and embedded in 2nd.

pour concrete grade slab w.w.f. - refer to notes cut every other wire at joint

4" 4"

1 4" CONCRETE SLAB W/ W.W.F. 6x6-W1.4xW1.4 IN TOP 1

3 OF SLAB

OVER 10 MIL. VAPOR BARRIER ON COMPACTED GRANULAR FILL.

SLOPE CONCRETE AS SHOWN ON SHEET A.101

CONCRETE SLAB PLAN TO ACCOMMODATE POSITIVE DRAINAGE

TO FLOOR DRAINS. SEE FINISH PLAN FOR POLISHED/SEALER

AREAS SHEET A601.

12" REINFORCED CONCRETE FOUNDATION WALL WITH

CONT. 24" X 12" STRIP FTG.

STEP FOUNDATION WALL 8" AT DOOR THRESHOLD /

ENTRY SYSTEM. (one course of block at doors)

4" CONCRETE GRADE SLAB; COORD. W/. CIVIL ENG. DOCUMENTS

PROVIDE THRU-WALL PVC SLEEVES AS REQUIRED PER PLUMBING

AND ELECTRICAL DRAWINGS. COORDINATE SIZE AND LOCATION

WITH RELATED TRADES.

16"x16" PIER SUPPORTED BY 36"x36" PAD FTG.

2x10 SPF NO 1 RAFTERS @ 16" O.C.

(2) 1 34" x 5 1

2" LVL W/ SIMPSON TOP FLANGE HANGER @ CMU WALL

CONNECTION SIMPSON STRONG TIE LBV3.56/5 1/2 OR W 3 1/2 X 5 1/2

- wrap w/ cedar boards - INSET BEAM FROM CORNER TO

ALLOW BEARING OF HANGER

(2) 1 34" x 7 1

4" LVL PROVIDE MIN. 3 STUD BEARING.

8" CMU LINTEL W/ (2) #5 CONT., BOND BEAM at openings

(2) 2X8 TOP PLATE SECURE TO BLOCK WTH 1/2" ANCHOR BOLT @

6'-0" O.C. OR SIMPSON STRONG TIE PER MANF.

8" dia. wood COLUMN W/ SIMPSON Cbtz concealed beam tie.

see detail 'c's201

2X6 NAILER

24"x12" REINFORCED CONC. STRIP FTG. - REFER TO DETAIL A / S201S

2x12 RIDGE BOARD

8" cont. bond beam @ top course provide grounding bar connected to footing reinforcing per NEC Section 250.52(A)(3) coordinate with electrical contractor, SEE SECTION 3 A501.

(2) 1 34" X 5 1 2" lvl wrap w/ cedar boards

INDICATES 8" CONCRETE BLOCK WALL ABOVE.

provide #4 cont. reinf. @ 48" o.c. max with reinforcing at corners, intersections and each side of openings.

2 X 4 LOOKOUT @ 24" O.C.

20'-0" LONG GROUNDING ROD, SEE DETAIL THIS SHEET

KEYNOTES

1. CONCRETE SLAB INSTALLATION NEEDS TO BE COORDINATED

WITH THE ALL PARTIES INVOLVED BUT NOT LIMITED TO THE

GENERAL CONTRACTOR, FLAT WORK CONTRACTOR,

PLUMBING CONTRACTOR AND CONCRETE FLOOR POLISHER.

TO PROVIDE THE DESIRED DRAINAGE AND LOOK FOR THE

PROJECT.

2. SEE SHEET A101 FOR MORE INFORMATION ON CONCRETE

SLABS, INCLUDING SLOPES, DRAIN LOCATIONS AND CONTROL

JOINT LOCATIONS.

GENERAL NOTES

4 AWG OR LARGER BARE

COPPER CONDUCTOR OR

STEEL REINFORCING BAR

OR ROD NOT LESS THAN 1/2"

IN DIAMETER, AT LEAST 20'

LONG

NON-METALLIC

PROTECTIVE

SLEEVE

GROUNDING

ELECTRODE

CONDUTOR

CONNECTION LISTED

FOR THE PURPOSE

FOUNDATION IN

DIRECT CONTACT

WITH THE EARTH

TOP OF

FOUNDATION

WALL

FOUNDATION PLAN

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

JC

/E

N G

B Y

PR

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JE

C

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S1

EROOF FRAMING PLAN

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

1 CONTROL JOINT

SCALE: 3/4"=1'-0"S101 S101

2 CONSTRUCTION JOINT

SCALE: 3/4"=1'-0"S101 S101

3 GROUNDING DETAIL

SCALE: 3/4"=1'-0"S101 S101

#4 @ 40" O.C.

8" C.M.U.

1/4" ISOL. JOINT W/

SILCONINZED CHALK

4" CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 40" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

24"

4"

CL

" M

IN

#4 @ 48" O.C.

14"

4"

BLACK FLASHING & WEEPS

#4 @ 40" O.C.

8" C.M.U.

1/2" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 40" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

" M

IN

#4 @ 48" O.C.

14"

4"

BLACK FLASHING & WEEPS

16" x 16" C.M.U. PIER

W/ (4)#5 VERT.

-grouted solid

(4) #5 dowels

1'-

3'-0"

10" 1'-4" 10"

C

LR

concrete footing w/ (3) #5 trans.

ea. way undisturbed soil

ENGINEERED FILL

12" c.m.u. foundation wall w/ (2) #4

LIMESTONE CAP, SLOPE

IN 4 DIRECTIONS min.

1/8"/ft.

6x6. WOOD POST

SPLIT FACE BLOCK

Simpson cpt66z column base or equal - TO BE

EMBEDDED IN POST, ALLOW

1/4" gAP (CAULK)

1/2" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

ss dovetail anchor typ.

" M

IN

CAULK PERIMETER

2" provide drip prior to stone veneer

SOIL BEARING REQUIREMENTS:

1. INFORMATION AND SOIL PROPERTIES USED FOR FOUNDATION AND SLAB DESIGNS ARE BASED ON THE GEOTECHNICAL ENGINEERING REPORT BY SOILS & STRUCTURES, INC PROJECT NUMBER 2019.1246 DATED

OCTOBER 22, 2019.

2. ALL TOP SOIL, ORGANIC AND VEGETATIVE MATERIAL SHOULD BE REMOVED PRIOR TO CONSTRUCTION. ANY REQUIRED FILL SHALL BE CLEAN, GRANULAR MATERIAL COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY

AS DETERMINED BY ASTM D-1557.

3. FOUNDATIONS BEARING ON NATURAL SOILS ARE DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY

OF 1500 PSF, U.N.O

4. NOTIFY THE ENGINEER/ARCHITECT IF THE ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN 2000 PSF SO THAT

THE FOUNDATIONS CAN BE REDESIGNED FOR THE NEW ALLOWABLE BEARING CAPACITY.

5. FLOOR SLAB - THE FLOOR SLAB IS DESIGNED TO BE SUPPORTED BY THE SOIL.

TEMPORARY CONSTRUCTION SHORING:

1. ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR PROPER INSTALLATION OF TEMPORARY BUILDING BRACING AND SHORING OR THE MEANS AND METHODS REQUIRED TO COMPLETE THIS PROJECT. THE CONTRACTOR AND HIS ENGINEER ARE RESPONSIBLE FOR THE DESIGN AND PROPER INSTALLATION OF BOTH TEMPORARY SHORING AND BRACING REQUIRED FOR A SAFE AND STRUCTURALLY SOUND PROJECT. THE STRUCTURAL MEMBERS INDICATED ON THESE DRAWINGS ARE NOT SELF-BRACING AND SHALL BE CONSIDERED UNSTABLE UNTIL ATTACHED TO THE COMPLETED STRUCTURE AS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES INCURRED DUE TO IMPROPER SHORING OR BRACING DURING THE CONSTRUCTION PROJECT. ACCEPTANCE OF THE CONSTRUCTION PROJECT BY THE

CONTRACTOR IS PROOF OF ACCEPTANCE OF THE ABOVE MENTIONED ITEMS.

STRUCTURAL SPECIFICATIONS:

CONCRETE SPECIFICATIONS:

1.CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-11, "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY SUPPLEMENTAL

REQUIREMENTS.

2.CONCRETE SHALL HAVE A MINIMUM OF 3000 PSI, 28 DAY COMPRESSIVE STRENGTH, UNLESS NOTED OTHERWISE (U.N.O.), (517 LBS. OF CEMENT PER CUBIC YARD MINIMUM (5.5 SACKS) & A WATER/CEMENT RATIO NOT TO EXCEED 6 GALLONS PER SACK). EXTERIOR CONCRETE SLABS SHALL HAVE A MINIMUM OF

4500 PSI, 28 DAY COMPRESSIVE STRENGTH, MAXIMUM AGGREGATE SIZE OF ¾”, AND 6% AIR

ENTRAINMENT.

3.THE USE OF ADDITIVES SUCH AS FLY ASH OR CALCIUM CHLORIDE IS NOT ALLOWED WITHOUT PRIOR

REVIEW FROM THE ENGINEER.

4.THE CONCRETE CONTRACTOR SHALL SUBMIT THE DESIGN MIX OF EACH TYPE FOR REVIEW BY THE

ENGINEER AND ARCHITECT PRIOR TO PLACEMENT.

5. ISOLATION JOINT: MATERIAL DECK-O-FOAM BY W.R. MEADOWS. REMOVE TEAR AWAY & INSTALL SAP

CONC. & MOTOR SILCONINZED FILLER SEALANT

REINFORCING STEEL SPECIFICATIONS:

1.REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM-615 GRADE 60 REQUIREMENTS

AND SHALL BE FREE OF RUST, DIRT AND MUD.

2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064 AND BE POSITIONED AT THE MID HEIGHT OF

SLABS, U.N.O.

3.REINFORCING SHALL BE PLACED AND SECURELY TIED IN PLACE SUFFICIENTLY AHEAD OF PLACING OF

CONCRETE TO ALLOW INSPECTION AND CORRECTION, IF NECESSARY, WITHOUT DELAYING THE

CONCRETE PLACEMENT.

4.EXTEND REINFORCING BARS A MINIMUM OF 36" AROUND CORNERS AND LAP BARS AT SPLICES A

MINIMUM OF 24", U.N.O.

5.WELDING OF REINFORCING STEEL IS NOT ALLOWED.

STRUCTURAL STEEL SPECIFICATIONS:

1.STRUCTURAL STEEL SHAPES, PLATES, BARS, ETC. ARE TO BE ASTM A-36, EXCEPT WIDE FLANGE SHAPES SHALL BE ASTM A-992, GRADE 50 (UNLESS NOTED OTHERWISE) DESIGNED AND CONSTRUCTED PER THE ANSI/AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AND THE 14TH

EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL".

2.WELDED CONNECTIONS SHALL CONFORM TO THE AWS D1.1-10 "STRUCTURAL WELDING CODE -

STEEL", AND SHALL UTILIZE E70XX ELECTRODES UNLESS NOTED OTHERWISE.

3.BOLTED CONNECTIONS SHALL UTILIZE ASTM A-325 BOLTS TIGHTENED TO A "SNUG TIGHT" CONDITION (UNLESS NOTED OTHERWISE). EMBEDDED ANCHOR BOLTS SHALL BE F1554, GRADE 36, UNLESS NOTED

OTHERWISE.

4.THE STEEL FABRICATOR SHALL SUBMIT THREE PAPER COPIES OF SHOP DRAWINGS FOR REVIEW BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION. ALLOW 10 WORKING DAYS MINIMUM FOR EACH

STAGE OF THE REVIEW PROCESS.

5.THE STEEL ERECTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING AND OTHER ELEMENTS REQUIRED FOR THE SAFE AND PROPER INSTALLATION OF ALL BUILDING ELEMENTS UNTIL THE STRUCTURE IS PERMANENTLY BRACED. THE FABRICATOR AND ERECTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA REQUIREMENTS.

6.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR OTHER JOB SITE CONDITIONS.

7.VERIFY THE EXACT SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS WITH MECHANICAL

CONTRACTOR, IF REQUIRED.

8.VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO CONSTRUCTION.

MASONRY SPECIFICATIONS:

1.MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES”, AND ACI 530.1-11, “SPECIFICATIONS FOR MASONRY STRUCTURES.” CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, GRADE N, TYPE I FOR HOLLOW CONCRETE MASONRY UNITS, AND ASTM C-145, GRADE N, TYPE I FOR SOLID CONCRETE MASONRY UNITS. BRICK SHALL MEET

THE LATEST REVISIONS OF ASTM C-216, GRADE SW.

2.CONCRETE MASONRY UNITS SHALL HAVE AN AVERAGE MINIMUM NET AREA COMPRESSIVE STRENGTH

OF 2000 PSI.

3.MORTAR SHALL CONFORM TO ASTM C-270, TYPE M OR S, MINIMUM COMPRESSIVE STRENGTH F'C=1800

PSI AT 28 DAYS.

4.GROUT SHALL CONFORM TO ASTM C-476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.

5.CONTROL JOINTS FOR CONCRETE MASONRY SHALL BE PLACED AT 24' O.C. MAXIMUM, UNLESS NOTED

OTHERWISE (U.N.O.).

6.REINFORCED CONCRETE BLOCK WALLS SHALL HAVE 220 LOX-ALL, OR EQUIVALENT, STANDARD LADDER-TYPE HORIZONTAL REINFORCING INSTALLED AT EVERY OTHER COURSE. HORIZONTAL WIRE REINFORCEMENT SHALL BE # 9 GA WIRE WITH ASTM A-641 GALVANIZED COATING UNLESS NOTED

OTHERWISE. DO NOT EXTEND HORIZONTAL JOINT REINFORCING THROUGH CONTROL JOINTS.

7.INSTALL VERTICAL REINFORCING (AS NOTED ON PLANS) IN THE CENTER OF BLOCK CORES, UNLESS NOTED OTHERWISE, AND GROUT IN MAXIMUM OF FOUR FOOT HEIGHTS. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60. REINFORCEMENT SPLICES SHALL BE PLACED IN ACCORDANCE WITH ACI 530-11, SECTION 3.3.3.4.

8.MASONRY WORK SHALL HAVE PROPER FLASHING, WEEPHOLES, ETC., IN ACCORDANCE WITH THE

ARCHITECT'S DETAILS AND THE MBC.

9.THE MASONRY CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF

TEMPORARY SHORING AND FALSEWORK REQUIRED TO WITHSTAND WIND LOADS AND TEMPORARY

CONSTRUCTION LOADS. WORK PERFORMED SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.

STRUCTURAL DESIGN LOADS

BASED ON THE 2015 MICHIGAN BUILDING CODE

FLOOR:

SLAB-ON-GRADE CONSTRUCTION

250 PSF LIVE LOAD

ROOF:

60 PSF GROUND SNOW LOAD

CE=1.0

CT=1.0

I=1.0

PF=17.5 PSF

PM=20 PSF

PDESIGN=61 PSF (DESIGN SNOW LOAD)

20 PSF DEAD LOAD

WIND LOAD:

WIND LOADS ARE CALCULATED PER ASCE 7-10 USING:

· ENVELOPE PROCEDURE FOR COMPONENTS AND CLADDING (LOW RISE BUILDINGS WITH H

≤ 60 FT.)

· DIRECTIONAL PROCEDURE FOR MAIN WIND-FORCE RESISTING SYSTEM (RIGID BUILDINGS

OF ALL HEIGHTS)

115 MPH BASIC WIND SPEED

RISK CATEGORY II

EXPOSURE 'D'

THE FOLLOWING WIND LOADS INCLUDE THE 0.6 ASD LOAD FACTOR:

+8.1 PSF = (0.6) X MWFRS WALL PRESSURE (WITHOUT INTERNAL PRESSURE)

-5.0 PSF = (0.6) X MWFRS WALL PRESSURE (WITHOUT INTERNAL PRESSURE)

-12.0 PSF = (0.6) X COMPONENTS AND CLADDING WALL PRESSURE, ZONE 5

+10.34 PSF = (0.6) X COMPONENTS AND CLADDING WALL PRESSURE, ZONE 5

-17.3 PSF = (0.6) X COMPONENTS AND CLADDING PRESSURE, PARAPET, ZONE 4

+26.3 PSF = (0.6) X COMPONENTS AND CLADDING PRESSURE, PARAPET, ZONE 4

#4 @ 40" O.C.

8" C.M.U.

1/4" ISOL. JOINT W/

SILCONINZED CHALK

exterior 4"

CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 40" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" CONC. foundation wall w/ (2) #4 TOP & BOTTOM

#4 @ 48" O.C.

14"

4" #4 @ 48" O.C.

14"

4"

BLACK FLASHING & WEEPS

remove pre-scored strip and install SILCONINZED caulk flush with floor.

1/4" DECK-O-FOAM

EXPANSION JOINT FILLER.

exterior 4"

CONCRETE SLAB

W.W.F. - REFER TO

NOTES

ENGINEERED FILL

#4x32" DOWELS @ 48" O.C.

#4 @ 40" O.C.

1'-

2'-0"

6" 1'-0" 6"

C

LR

concrete footing w/ 35 cont & #5 trans. @ 24" o.c.

undisturbed soil

6 mil vapor barrier

12" c.m.u. foundation wall w/ #4 @ 48" o.c.

" M

IN

#4 @ 12" O.C.

14"

4" #4 @ 48" O.C.

14"

4"

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SCALE: 3/4"=1'-0"S201 S101

B DETAIL

SCALE: 3/4"=1'-0"S201 S101

C DETAIL

SCALE: 3/4"=1'-0"S201 S101

B DETAIL (OPTION)

SCALE: 3/4"=1'-0"S201 S101

D EXPANSION JOINT DETAIL

SCALE: 1 1/2"=1'-0"S201 S101

E DETAIL AT DOORS

SCALE: 3/4"=1'-0"S201 S101