Amanda Pierre Digital Portfolio 2017

Amanda Pierre

Architectural Portfolio

Amanda Pierre amandapierre18@gmail.com

518-813-7509

Wentworth Institute of Technology Masters of Architecture 2017

Bachelors of Science in Architecture 2016 Lim Design Studio

Intern Architect

Boston, MA

Summer 2016 M&W Group

Intern Architect

Malta, NY

Summer 2015 JDL Corporate Interiors

Intern Position

Boston, MA

Spring 2014

2

3

Projects

4

Chestnut Hill Ecological Education Center Peddocks Island Dry Dock Government Service Center with MGH Rehabilitation Center & Botanical Garden Thesis: Referencing the Threshold Concrete Chair Light Diffusion Window Installation

6 12 18 26 30 32

5

Chestnut Hill Ecological Education Center Chestnut Hill, MA Fall 2016

This project proposes an Ecological Educational Center in Chestnut Hill along the reservoir. The design grabs inspiration from the Portugal style of architecture that involves creating visual connections along a preferred path. The program includes classrooms and laboratories along with large galleries and interactive spaces. The galleries and interactive spaces are located at the core of the buildings to act as the central meeting point, while the classrooms, laboratories, and oďŹƒ ce spaces are placed towards the outside of the building to allow a visual and physical connection to the landscape.

The intention is for people to pass along the preferred path that winds and turns through the building. Along the path, people will experience intentional views that give quick glimpses of adjacent spaces or distant views of far spaces. This sparks people’s curiosity to motivate them to travel to these promgrammatic areas and become involved with the building and site.

6

Section

Section 1 1/8” = 1’- 0”

7

1 Scientist Entry

2 3 4

Student Entry

Model

Site Plan

Site

Section Section 2 1/8” = 1’- 0”

Section Section 3 1/8” = 1’- 0”

9

10

Site Section

Site Section 1/16” = 1’- 0”

11

Peddocks Island Dry Dock Peddocks Island, MA Spring 2016

As one of the many Harbor Islands, Peddocks Island will become the home to the new sun shading and seating installation known as the Dry Dock. Drawing inspiration from the island’s entry dock, the Dry Dock creates a continuation of the dock throughout the island. Carefully situated off the main axis road of the island, three iterations of the design propose an experience for the island’s visitors. As people approach the pavilion at the end of the road, they will notice the spectacular view of Boston’s skyline along with the surrounding islands. The pavilion will direct the view outwards and imply an extended dock with the use of rhythmic wood elements. Rammed earth is added to represent solidity in contrast to the transparent wooden walls on either side.

Both materials interact with each other as the wood will wrap around and hug the rammed earth where seating, fl ooring, and shading will be created. The Dry Dock acts as a gathering point in the midst of the trees for visitors to explore while enjoying the beautiful view of Boston and the Harbor Islands.

12

Dry Dock Bench Installation

14

Dry Dock Wayfinder Installation

Dry Dock Pavilion Installation

15

Dry Dock Bench Section

16

Dry Dock Wayfi nder Section

Dry Dock Pavilion Section

17

Government Service Center Courthouse with MGH Rehabilitation Center and Botanical Garden Boston, MA Fall 2015

This design features a Supreme Courthouse for the City of Boston with two ancillary programs that are the MGH Rehabilitation Center and a Public Botanical Garden with Food Market. In respect to the famous Boston architect Paul Rudolph, this design is an attempt to activate the site by creating an engaging portal for the public to interact with.

The greenscapes and MGH facility are incorporated as connective programs and landscapes in the area. The building also follows a radial grid system that allows for a visual connection throughout the site.

Connective Landscapes

Connective Links

Grid System Plan Programmatic Layers

19

Roof Plan

Vegetation plays a major role throughout the site. There is a garden located on the interior of the courthouse that continues to the exterior following the radial grid system. The top of the Food Market becomes an inhabitable roof garden. Lastly, the Botanical Garden becomes a place for the public to enjoy along with the MGH patients for therapeutic relief.

Botanical Garden Detail Section

21

Sectionally, one can see many important aspects of the Government Service Center site. In the Courthouse, each courtroom was carefully designed to allow indirect light to enter behind the judges’ seats. Also, each courtroom is expressed on the exterior by pushing away from the facade. Greenery is located throughout the site including the interior and exterior of the Food Market. The roof of the Food Market creates fragments that make a vertical change to allow light and an implication of direction through the site.

22

Site Section

23

Front Facade Elevation

New Chardon Street Elevation

24

Staniford Street Elevation

Referencing Through the Threshold Thesis Work

Charles River Esplanade Boston, MA Spring 2017

Architecture (spatial experience) is not autonomous, in other words, each space is dependent on each other in order to create an experience. People are unware of the space they are in and what they are connected to. This connection becomes crucial because it brings experiences and therefore makes people aware of their surroundings. The threshold becomes the object that creates this connection from separation, allowing spaces to be dependent on one another and bringing awareness to the adjacent spaces.

The Charles River Esplanade becomes a site in which there are many opportunities for thresholds to occur. First, five neighborhoods of Boston cross the site. Then the site becomes a transitional threshold as a whole and incorporates the threshold between Boston and Cambridge, as well as land and water. By creating a series of thresholds along the site, I will be able to highlight the thresholds that pass through the site and the city through the use of architecture that create awareness of space, experience, and movement.

The goal of this thesis is to create a transiton from the urban environment into the landscape in which there is a connection made from the Boston city neighborhoods and the Charles River Esplanade. These bridges allow for a wide variety of audiences to become eligible to experience different spacial and architectural conditions that are created by the threshold pieces. It will become apparent that the threshold is the object that determines the change, sequence, and transiton through spaces, while referencing the spaces that surround the site.

Storrow Drive

Beacon Stre

et

Commonwea

r Street

lth Avenue

Pin

ck

ne

yS

tre

Charles Street

et

Beaco

n Stree

t

29

Stor

row D

Da

30

rtm

ou

th

St

re e

t

rive

Copley Site Plan

Dissolving from the Urban Environment into the Natural Environment

Section

Spatial Enclosure

Framed the View

3/16” = 1’-0”

31 Section 3/16” = 1’-0”

Staggered Verticality

Wide Circulation Path

32

Situated Upon Grid System

33

34

Concrete Chair Fall Semester 2016

The goal of this project was to create a seating object that consisted of a compound curve and created a reusable mold to cast with. To create this organic shape, the design was created in Rhino and exported into Maya, where the design allowed for a assymetrical proposal that appealed to the comfort and practicality for people to sit upon.

After designing the chair within the digital realm, the mold was made out of foam using the CNC mill and glued together to fi t into a plywood mother mold.

Later, the concrete was mixed, poured, and set to form. The result created an organic and structural chair that is appealing to sit on.

Light Diffusion Window Installation Fall 2016 Influenced by Erwin Hauer, where he develops screen assemblies that filter and diffuse light into a space, this design incorporated a single modular that could then be multiplied to create a congregation that would alter the amount of light that entered a space while creating intentional views to the exterior. By weaving and overlapping the panels, light is able to enter in specific spaces while diffusing direct light in others. The installation works as a shading device that has the potential to expand to allow more or less direct light as well as grow to fit the space that is needed.

Professional Work

38

Lim Design Studio M+W Group: GLOBALFOUNDRIES

36 40

39

Multi-Unit Residential Building Natick, MA Lim Design Studio

41

42

Commerical Office Unit Layout Boston, MA Lim Design Studio

43

A.1

1 WB-A-311

A.1

3 WB-A-320

B

B.4

5' - 0" 6"

1/2"

3 5

CONTINUOUS SEALANT AS PER CHEMICAL RESISTANT COATING MANUFACTURER

SEAL ABANDONED OPENING WITH CONCRETE. FINISH TO MATCH EXISTING FLOOR.

WB-A-802

CONTINUOUS SEALANT AT SMOKE STOP BETWEEN FLOOR LEVELS

11

ALIGN

1' - 0"

1' - 4"

6"

2 WB-A-313

5' - 0"

6"

CONCRETE CURB REINFORCEMENT BAR, REFER TO STRUCTURAL DETAIL 8 "TYPICAL DETAIL - CONCRETE CURB" ON STRUCTURAL SHEET WB-S-402 FOR STRUCTURAL INFORMATION

1' - 8"

CHEMICAL RESISTANT COATING, REFER TO ARCHITECTURAL ROOM FINISH SCHEDULE WB-A-701

6" 3 7/8"

WB-A-801

PROVIDE HOUSEKEEPING PAD FOR SULFURIC TANK APPROX. 64"W x 52"D x 4" HIGH WITH CHEMICAL RESISTANT COATING. PROVIDE REINFORCEMENT.

FINISH COLOR FOR CONCRETE CONTAINMENT CURB AT EXPOSED TOP AND SIDES WHERE INDICATED IN FLOOR PLAN: SHERWIN-WILLIAMS “GLOBALFOUNDRIES ORANGE” – STORE 5101

1' - 0" 2' - 10" 1 WB-A-912

FE

COORDINATE FINISH TOP COAT SYSTEM WITH COLOR AS COMPATIBLE WITH CHEMICAL RESISTANT COATING SYSTEM (CRC-6A) AS RECOMMENDED BY CRC COATING MANUFACTURER.

CONTAINMENT AREA WITH CHEMICAL RESISTIVE FLOOR COATING, REFER TO SHEET WB-A-701 FINISH SCHEDULE FOR CHEMICAL RESISTANT COATING SYSTEM

3 7/8"

6"

6"

6"

4 WB-A-912

SECOND FLOOR (346'-6") 27' - 0"

6" CONCRETE CONTAINMENT CURB WITH CHEMICAL RESISTANT COATING, TYP. 6"

6"

6 WB-A-802

4' - 0"

10"

10"

10 11 WB-A-901

2 WB-A-912

SECOND FLOOR CONTAINMENT CURB

4

5

WB-A-912 SCALE: 3" = 1'-0"

SECOND FLOOR CONTAINMENT AREA FLOOR PLAN

WB-A-912 SCALE: 1/4" = 1'-0"

BULLETIN 0020 NOTES 1.

11

SEALANT, AS PER CHEMICAL RESISTANT COATING MANUFACTURER

SEALANT, AS PER CHEMICAL RESISTANT COATING MANUFACTURER

CONTINUOUS COMPRESSIBLE FILLER

1/2"

SCRUBBER CONTAINMENT AREA WITH CHEMICAL RESISTANT FLOOR COATING AND CURB

10

1/2"

CHEMICAL RESISTANT COATING, REFER TO ARCHITECTURAL ROOM FINISH SCHEDULE WB-A-701

CONTINUOUS COMPRESSIBLE FILLER

6"

CHEMICAL RESISTANT COATING, REFER TO ARCHITECTURAL ROOM FINISH SCHEDULE WB-A-701

6"

1' - 0"

CONCRETE CURB CONCRETE CURB

CHEMICAL RESISTANT COATING, REFER TO ARCHITECTURAL ROOM FINISH SCHEDULE WB-A-701 CONCRETE CURB

REINFORCEMENT BAR, REFER TO STRUCTURAL DETAIL 8 "TYPICAL DETAIL - CONCRETE CURB" ON STRUCTURAL SHEET WB-S-402 FOR STRUCTURAL INFORMATION

SECOND FLOOR (346'-6") 27' - 0"

3

SECOND FLOOR CONTAINMENT CURB - ALONG EXTERIOR WALL

WB-A-912 SCALE: 3" = 1'-0"

44

REINFORCEMENT BARS, REFER TO STRUCTURAL DETAIL 8 "TYPICAL DETAILCONCRETE CURB" ON STRUCTURAL SHEET WB-S-402 FOR STRUCTURAL INFORMATION

6"

CONTINUOUS SEALANT AS SMOKESTOP BETWEEN FLOOR LEVELS

6"

6"

REINFORCEMENT BARS , REFER TO STRUCTURAL DETAIL 8 "TYPICAL DETAIL - CONCRETE CURB" ON STRUCTURAL SHEET WB-S-402 FOR STRUCTURAL INFORMATION

SECOND FLOOR (346'-6") 27' - 0"

2

SECOND FLOOR CONTAINMENT CURB - ALONG INTERIOR WALL

WB-A-912 SCALE: 3" = 1'-0"

SEALANT AS PER CHEMICAL RESISTANT COATING MANUFACTURER

SECOND FLOOR (346'-6") 27' - 0"

1

SECOND FLOOR CONTAINMENT AREA

WB-A-912 SCALE: 3" = 1'-0"

GENERAL NOTES A.1

B

C

D

A.1

B

1' - 0 1/8"

11"

B.4

C

C.3

D

E

1.

REFER TO WB-A-701 FOR HEAD OF WALL DETAILS.

2.

REFER TO WB-A-G-002 FOR ALL WALL TYPES.

3.

TERMINATE GUARD RAILS AND HAND RAILS 4" MAX. FROM ADJACENT CONSTRUCTION.

62' - 1 3/4"

62' - 1 3/4" 58' - 3 1/2"

11"

33' - 0 1/4"

1' - 0 1/8" 1' - 0 1/8"

11"

29' - 1 1/2"

31' - 1 1/8"

11"

25' - 3 1/4"

11"

1' - 0 1/8"

1' - 0 1/8"

6 1 WB-A-311

1 WB-A-312

2

WB-A-801

1 WB-A-312

2 WB-A-311

3 WB-A-320

WB-A-301

OPP

2

5' - 8"

WB13205 12' - 10"

9' - 0 1/8"

1

WB13202

11' - 11" 4' - 8"

WB13400

11 5/8"

1' - 0"

3' - 0"

10.5 11"

D1



10" 6"

WB13208B EQUIPMENT PLATFORM

8 WB-A-802

6' - 4"

D1

5' - 7"

6"

3 7/8"

6"

71' - 5 1/8"

H2

1

WB13209B

WB-A-301

2 WB-A-912

8

SIM

CORRIDOR

WB13208

WB-A-802

WB13206 9.3

6' - 2 1/2"

SIM

5 WB-A-803

MECHANICAL ROOM

3 WB-A-313

11" 7 WB-A-803

D1

H2

5

3 WB-A-313

WB13209

8.5

4

3.1

1 WB-A-322



SIM 6

SIM

11"

8 WB-A-802

WB-A-802 8

3 1' - 0 1/8"

10

9 WB-A-456

9

WB13200

1' - 0 1/8"

SIM

6"

2 WB-A-313

WB-A-802

2"

6' - 5"

7

WB-A-803

4' - 0"

11

6' - 4"

WB13208A

3 WB-A-312

STAIR 2

AC1

SIM

1 6

WB13201

D1

1 WB-A-912

D1

WB-A-302

ELECTRICAL

11"

5

WB-A-803

59' - 2"

UP

11"

11" 1' - 0 1/8"

D1

6

3 WB-A-451

ALIGN

1' - 0"

6" HIGH CONCRETE CONTAINMENT CURB WITH CHEMICAL RESISTANT COATING, TYP. H2

WB-A-301 14' - 11"

D1 WB13202

4 WB-A-451

WB13200 10 WB-A-901

D1

2' - 1 1/2"

BOILER ROOM

3 WB-A-312

WB-A-802

WB13209

CORRIDOR

57' - 6 1/8"

WB-A-901 18' - 7 1/2"

11"

UP

H2

FE

1

D1

14 WB-A-911

8

WB-A-302

WB-A-901 9 1/4"

AC1

WB13201

FE

2' - 10" CONTAINMENT AREA WITH CHEMICAL RESISTANT FLOOR COATING, REFER TO SHEET WB-A-701 FINISH SCHEDULE FOR CHEMICAL RESISTANT COATING SYSTEM

6" 3 7/8"

4 WB-A-912

55' - 7"

9

AG1

EW1

FE

1' - 0 1/2"

SIM

6

WB-A-802

SIM

6

1 WB-A-313

61' - 1 1/8"

13' - 7 1/2"

WB13207 D1

WB13201A

6' - 8 1/2"

WB13202A

11"

11 WB-A-802

LIFT 9"

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

7' - 10"

WB13202B

59' - 2"

61' - 1 1/8"

D1

D1

6" 5' - 1 1/2"

PAINT ON TOP OF CURB, REFER TO SHEET WB-A-912 FOR PAINT DETAIL

FE

WB13207

8' - 6"

FE 6' - 2 1/2" H2

6" 2 WB-A-313 6"

11" 7

1. ADD OVERHEAD DOOR WB13206A

7 WB-A-802

4 WB-A-901

2 WB-A-480

BULLETIN 0014 NOTES 12

STAIR 4 WB13400

10 WB-A-802

WB13206

WB13208C

WB-A-801

WB-A-912

D1

CORRIDOR

WB-A-802

1 WB-A-313

UP AN

WB13206A

D1

WB-A-801

7

5

5' - 10 13/16"

11"

ALIGN

6' - 4"

1' - 0 1/8"

H2

WB13209A

D1

8' - 3"

SIM

6

10' - 6 1/2"

13' - 11"

MECHANICAL ROOM 2' - 2" WB13209

WB13208

11' - 11 7/8"

8 2/WB-A-203

EQUIPMENT PLATFORM

WB-A-802

11"1' - 0 1/8"

1'11" - 0 1/8"

6

71' - 5 1/8"

2 WB-A-311

69' - 6"

1 WB-A-311

58' - 3 1/2"

11"

1' - 0 1/8" 1/WB-A-203

62' - 1 3/4"

2 WB-A-312

2 WB-A-312

1 WB-A-311

2 WB-A-311

1 WB-A-312

2 1' - 0 1/8"

11"

58' - 3 1/2"

ROOF BELOW, SEE ROOF PLAN

11"

1' - 0 1/8"

BULLETIN 0020 NOTES

62' - 1 3/4" 1.

2

SCRUBBER CONTAINMENT AREA WITH CHEMICAL RESISTANT FLOOR COATING AND CURB

SECOND FLOOR PLAN - NORTH

WB-A-203 SCALE: 1/8" = 1'-0"

1

1 WB-A-311

3

2 WB-A-311

1 WB-A-312

WB-A-301

B.1

A

1

D.1

SECOND FLOOR PLAN - SOUTH

WB-A-203 SCALE: 1/8" = 1'-0"

A

D 13 12 E

F

N

Containment Curb Construction Detail Malta, NY M+W Group: GLOBALFOUNDRIES

B

9.3 8.5

8

S 5

1

DWG NORTH













CODE INFORMATION

H2 Tank Construction Detail Malta, NY M+W Group: GLOBALFOUNDRIES 11

49.2

GENERAL NOTES:

1. THIS SHEET DOES NOT CONSTITUTE AN EQUIPMENT LAYOUT. PROCESS EQUIPMENT SHOWN HEREIN, IS FOR REFERENCES PURPOSES ONLY. FINAL PROCESS EQUIPMENT LAYOUT WILL BE PROVIDED BY ALEUS.

11 2

14

KEYED NOTES: 1. DEMO EXISTING CONCRETE PAD AND CURB AND PREPARE SUBGRADE FOR NEW PAD. SEE STRUCTURAL DRAWING L-S-203

5

2. EXISTING H2 TANK PAD. 3. REMOVE EXISTING FENCE, POSTS, AND (5) BOLLARDS.

3 .

4. REMOVE AND REPLACE EXISTING FENCE AS NEEDED TO COMPLETE CONSTRUCTION. 5. DEMO SOUTH SIDE OF EXISTING H2 TANK AREA FENCE . KEEP IN PLACE UNTIL NEW FENCE IS INSTALLED AND SECURED AREA HAS BEEN ESTABLISHED. 6. NEW H2 TANK LOCATION. SEE STRUCTURAL AND ALEUS DRAWINGS.

4 .

7. NEW H2 TANK PAD. SEE STRUCTURAL DRAWINGS L-S-203 8. INSTALL NEW FENCING AND (2) 7'-0" WIDE SERVICE GATES. SEE CIVIL DRAWINGS FOR TYPICAL FENCING DETAIL. 9. INSTALL NEW 3'-0" WIDE, 7' - 0" HIGH PERSONNEL GATE. SEE CIVIL DRAWINGS FOR TYPICAL FENCING DETAIL.

50.3 

10. INSTALL NEW FENCING AS SHOWN. ALIGN WITH EXISTING FENCE. SEE CIVIL FOR TYPICAL FENCING DETAIL.

50.4

11. EXISTING FENCE. SEE CIVIL DRAWING. 12. 2-HOUR FIRE RATED CONCRETE WALL. SEE STRUCTURAL DRAWING L-S-203.

13. H2 VENT STACK. SEE ALEUS DRAWING.

11

14. EXISTING H2 TANK LOCATION. SEE CIVIL DRAWING.

1 SG.J SG.K

15. (4) VAPORIZERS. SEE ALEUS DRAWING

SG.L

SG.M

SG.N

SG.P

16. FIRE BARRIER SHALL INTERRUPT LINE OF SIGHT BETWEEN TANK AND BUILDING OPENINGS EXPOSURE. 17. SEE CIVIL DRAWINGS FOR ALL PAVEMENT IMPROVEMENTS. 18. NEW HEAVY DUTY PAVEMENT. SEE CIVIL DRAWINGS.

 

EXISTING TANK CODE INFORMATION 0' - 3' CLASS 1 DIV 1 3' - 25' CLASS 1 DIV 2 0' - 50' NO INOPERABLE WALL OPENINGS. NO FLAME WELDING. 0' - 75' NO OPERABLE WALL OPENINGS



          

 





P CUB





BULK GAS YARD 1 - DEMOLITION PLAN 







BULK GAS YARD 1







11

14



           



  

49.2

  







2

L-A-G-003 SCALE: 3/32" = 1'-0"

11



15

10

.



9 4

1

SITE PLAN

L-A-G-003 SCALE: 1" = 50'-0"

.

BY CODE

DWG

BY CODE

15' - 0" MIN

BY CODE



17

10 13



WWGB1H2H03/ 04



25'



  

50'

9

 

P CUB

6



18



17 H2 TANK WWGB1H2T02

 

75'

SEE 5' -0" MIN VENDOR 5' - 0" MIN

8

7

5' - 0" MIN

10

BY CODE

50.3



50.4

LIN EO FS IG HT

12

28

16

E LIN

2 HR FIRE RATED WALL

OF HT SIG

16 SG.J SG.K

SG.L

SG.M

SG.N

37

J

K

G

H

E

F

C

D

A

B

A

SG.P

TRUE NOR TH

G

PLAN NORTH NEW TANK CODE INFORMATION 0' - 3' CLASS 1 DIV 1 3' - 25' CLASS 1 DIV 2 0' - 50' NO INOPERABLE WALL OPENINGS. NO FLAME WELDING. 0' - 75' NO OPERABLE WALL OPENINGS

DIMENSIONS SHOWN ARE CODE REQUIRED MINIMUM DIMENSIONS. SEE STRUCTURAL AND CIVIL DWGS FOR CONSTRUCTION DIMENSIONS.

CUB BUILDING

DWG NORTH

BULK GAS YARD 1 - SITE PLAN

L-A-G-003 SCALE: 3/32" = 1'-0"

X CC.3

 

46

T.3 U.7

P CUB 3

P.5













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Gutter Construction Detail Malta, NY M+W Group: GLOBALFOUNDRIES 18' - 0"

 

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DETAIL AT HIGH POINT OF ROOF EDGE

SBS-A-101 SCALE: 1 1/2" = 1'-0" SB1 1' - 6" MAX SILANE LEVEL 1 0' - 0" STANDING SEAM METAL ROOF SELF-ADHERING MEMBRANE METAL DECK, SEE STRUCTURAL

CANOPY LOWER T/STL 18' - 0" PROVIDE HEAVY METAL GUTTER BRACKETS AT 30" ON CENTER MAX

SEE STRUCTURAL INFORMATION FOR FURTHER INFORMATION REGARDING STRUCTURAL ITEMS

NOTE: SUBMIT SHOP DRAWING OF GUTTER AND DOWNSPOUT BASED UPON FIELD VERIFIED DIMENSIONAL CONDITIONS OF ROOFING AND STRUCTURAL STEEL. GUTTER AND DOWNSPOUT SHALL BE PER THE RECOMMENDATIONS OF SMACNA ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION.

COMPRESSOR

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1 RFI# 0002 BENT PLATE; SEE STRUCTURAL DRAWINGS FOR SIZE AND DIMENSIONS, TYP. PROVIDE 12 GA. GALVANIZED STEEL PLATE AT ALL ROOF EDGES METAL ROOF EDGE FLASHING 6" W X 7" H HEAVY 16 GAUGE GALVANIZED STEEL METAL GUTTER. SECURE WITH STAINLESS STEEL BOLTS THROUGH WOOD BLOCKING AND METAL BRACKET. PROVIDE SEALANT. HEAVY METAL GUTTER STRAPS AT 30" ON CENTER MAX CONTINUOUS 3/8" PL FOR GUTTER ATTACHMENT. PROVIDE CONTINUOUS SOLID PRESSURE TREATED WOOD BLOCKING. PROVIDE AND COORDINATE ENLARGED HOLES IN PLATE FOR BOLTS WITH 8" ON CENTER STAGGERED ALTERNATELY. ALL FASTENERS SHALL BE STAINLESS STEEL. PROVIDE CONSTRUCTION ADHESIVE AND SCREW FASTENERS TO MAINTAIN STRUCTURAL INTEGRITY OF THE ASSEMBLY OF SOLID WOOD BLOCKING.

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S

4"x6" DOWNSPOUT

DETAIL AT LOW POINT OF ROOF EDGE

SBS-A-101 SCALE: 1 1/2" = 1'-0"

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