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
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Projects
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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
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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.
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Section
Section 1 1/8” = 1’- 0”
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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”
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Site Section
Site Section 1/16” = 1’- 0”
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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.
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Dry Dock Bench Installation
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Dry Dock Wayfinder Installation
Dry Dock Pavilion Installation
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Dry Dock Bench Section
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Dry Dock Wayfi nder Section
Dry Dock Pavilion Section
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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
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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
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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.
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Site Section
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Front Facade Elevation
New Chardon Street Elevation
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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
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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
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Situated Upon Grid System
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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
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Lim Design Studio M+W Group: GLOBALFOUNDRIES
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Multi-Unit Residential Building Natick, MA Lim Design Studio
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Commerical Office Unit Layout Boston, MA Lim Design Studio
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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
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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.
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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"
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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.
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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.
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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
Gutter Construction Detail Malta, NY M+W Group: GLOBALFOUNDRIES 18' - 0"
10
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.
S
4"x6" DOWNSPOUT
DETAIL AT LOW POINT OF ROOF EDGE
SBS-A-101 SCALE: 1 1/2" = 1'-0"
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