50/50 Hazelwood: Growing Community (4of4)

GROWING COMMUNITY 50/50 HAZELWOOD

Copyright © 2013 Brett Perl, Ellie Hopen, Harris Mazur, Sam Friedlander, and William Gott under the direction of John Folan.All rights reserved.

First paperback edition printed September 2013.

No part of this book shall be reproduced or transmitted in any form or by any means,electronic or mechanical, including photocopying, recording, or by any information retrievalsystem withoutwritten permission of the publisher.

For more copies of this book, please email: [email protected]: (732) 687-3259

Although every precaution has been taken in the preparation of this book, the publisher andauthor assume no responsibilityfor errors or omissions.Neither is any liability assumed fordamages resulting from the use of this information contained herein.

GENERAL NOTES

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE URBAN DESIGN BUILD STUDIO 2. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED ON SHEET IN1.00. THIS RESTRICTION AND OWNERSHIP OF INTELLECTUAL PROPERTY GOVERNS ALL SHEETS INCLUDED IN THE INDEX IN1.01. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING PRODUCED ON CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE LETTERHEAD ISSUED BY THE DIRECTOR OF THE URBAN DESIGN BUILD STUDIO.

3. NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR PRE-CONSTRUCTION ANALYSIS SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “IN” AND “CA” SERIES (GOVERNING USE STIPULATIONS AND CODE ANALYSIS) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH CONTRACTS AND/OR PROCUREMENT.

4. GOVERNING USE STIPULATION SHEETS AND CODE ANALYSIS (“IN” AND “CA” SERIES DOCUMENTS) PROVIDE CODE, PROCEDURAL, AND USE GUIDELINES GOVERNING ALL INFORMATION CONTAINED WITHIN THE DOCUEMNTS.

5. ANY AND ALL ENTITIES REFERENCING CONTENT INCLUDED SHALL DO SO ONLY IN THE CONTEXT OF THE ENTIRE VOLUME. NEITHER THE OWNER OF THE INTELLECTUAL PROPERTY NOR THEIR AGENTS ASSUME RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE DOCUMENTS.

6. DO NOT SCALE DRAWINGS OR UTILIZE SCALED DIMENSIONS. USE ONLY DIMENSIONS/DIMENSIONAL INFORMATION PROVIDED IN THE DOCUMENTS. WHEN NO DIMENSIONAL INFORMATION IS PROVIDED ENTITIES UTILIZING THE DOCUMENTS SHALL CONTACT OWNER OF INTELLECTUAL PROPERTY IN WRITING.

7. ENTITIES UTILIZING DOCUMENTS SHALL NOT EXECUTE RELEVANT WORK UNTIL WRITTEN RESPONSE/DIRECTIVE HAS BEEN PROVIDED BY THE OWNER OF THE INTELLECTUAL PROPERTY.

8. USE OF ALL CONSTRUCTION MATERIALS AND INSTALLATIONS PROPOSED SHALL CONFORM TO THE (NAME YOUR CODES – ALL OF THEM – SPECIFICALLY BY EDITION) AS WELL AS ALL ANCILLIARY/COLLATERAL FEDERAL CODES, STATE CODES, LOCAL CODES, TRADE ASSOCIATION STANDARDS, AND/OR MANUFACTURER’S STANDARDS AS ADOPTED BY THE CITY OF PITTSBURGH.


NARRATIVE AND USE GUIDELINES

CLOSED-CELL SPRAY FOAM PRECEDENT

ENGINEERED LUMBER SIDING PRECEDENT

INSULATION CONCLUSIONS

SIDING CONCLUSIONS

PHASE 2 PRECEDENT_GARDEN

PHASE 2 PRECEDENT_PORCH COVERAGE

PUBLIC AND PRIVATE PARTNERSHIPS

INDEX

PA01-PA02

PA03-06

PA07-PA12

PA13

PA14

PA15-PA16

PA17

PA18

PS01 NARRATIVE AND USE GUIDELINES

NARRATIVE AND USE GUIDELINES PS02

The purpose of the enclosed information is to diagram the extent of the Performance Specification analysis for the 50/50 Hazelwood Project, in partnership with Carnegie Mellon University and Hazelwood Initiative

Incorporated under the direction of John Folan.

After 6 decades of population decline and economic disinvestment, the Hazelwood district of Pittsburgh,

Pennsylvania, has the potential to become a vibrant, diverse neighborhood. Through research and development, the contents of this document

outline a proposal for a single concrete masonry unit construction townhouse. The proposal is intended

to spark a larger conversation of the neighborhood redevelopment in partnership with local Pittsburgh

organizations, suppliers, and manufacturers.

This Performance Specification Packet is for the contractor to execute the Growing Community retrofits.

The proposal is split into three phases. The first is the retrofits made to the house itself. This includes:

insulating empty CMU cells, installing a new weather barrier, and installing new siding. The second phase is the construction of a “T” porch shelter. The third is the construction of a planter garden that includes seating

for the residence. The contractor should use all the specifications and drawings found in this packet to build the proposed retrofits. Included are assembly diagrams

for knowing how to assemble each of the phases. There are also plans and elevations with marked

measurements to help the contractor know where to place things in the assembly. Finally at the back of the

packet are all the specification sheets where are the assemblies are written out verbally so the phases can

be executed. None of the drawings or specifications should be used in isolation. They should be used

in conjunction with each other to create a complete picture of how to execute the proposed retrofits.


44 11 7 8

12 13 1415

17 18

19 19 26 261934 18 27 30 3512

PS03 PERSPECTIVE VIEW OF TYPOLOGICAL RESIDENCE

44 11 7 8

12 13 1415

17 18

19 19 26 261934 18 27 30 3512

PERSPECTIVE VIEW OF TYPOLOGICAL RESIDENCE PS04

GROWING COMMUNITY 50/50 HAZELWOODGENERAL NOTES:1.THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE URBAN DESIGN BUILD STUDIO. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED IN THIS PERFORMANCE SPECIFICATION PACKET. USE OF THE DOCUMENT FOR ANY PURPOSE. THIS RESTRICTION AND OWNERSHIP OF INTELLECTUAL PROPERTY GOVERNS ALL SHEETS INCLUDED IN THE PERFORMANCE SPECIFICATION PACKET. USE OF THE DOCUMENTS FOR ANY PURPOSE, STUPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING PRODUCED ON CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE LETTERHEAD ISSUED BY THE DIRECTOR OF THE URBAN DESIGN BUILD STUDIO.2.NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES ITILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR PRE-CONSTRUCTION ANALYSIS SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “IN” AND “CA” SERIES (GOVERNING USE STIPULATIONS CODE ANALYSIS) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN THE DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH THE CONTRACTS AND/OR PROCUREMENT. GOBERNING USE STIPULATION SHEETS AND CODE ANALYSIS (“IN” AND “CA” SERIES DOCUMENTS) PROVIDE CODE, PROCEDURAL, AND USE GUIDELINES GOVERNING ALL INFORMATION CONTAINED WITHIN THE DOCUMENTS. ANY AND ALL ENTITIES REFERENCING CONTEXT INCLUDED SHALL DO SO ONLY IN THE CONTEXT OF THE ENTIRE VOLUME. NEITHER THE OWNER OF THE INTELLECTUAL PROPERTY NOR THEIR AGENTS ASSUME RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE DOCUMENTS.3.ALL CONTSTRUCTION, MATERIALS, AND INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2009 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY THE CITY OF PITTSBURGH.

KEYNOTES:1.REPRESENTATIVE EXAMPLE OF BACKUP BLOCK COURSING. CELL PATTERN TO BE FIELD VARIFIED.2.SPRAY APPLIED RIGID POLYURETHANE CLOSED CELL FOAM INSULATION SYSTEM. FILL EVERY OPEN CELL WITH FOAM INSULATION (CELL PATTERNS MAY VARY). DRILL HOLES THROUGH EXTERIOR FACE OF CMUS AT TOP AND BOTTOM OF OPEN CELLS. FILL TOP HOLES UNTIL FOAM COMES THROUGH TOP AND BOTTOM (REFER TO SECTION 07 21 29.01).3.ABOVE GRADE VAPOR BARRIER (REFER TO SECTION 07 26 13.01).4.ALUMINIUM FLASHING (REFER TO SECTION 07 26 13.01).5.2X2 FURRING STRIPS – FURRING STRIPS PLACEDED 24” OC AND 2” OFF FROM EDGE. ADDITIONAL FURRING STRIPS 2” OFF FROM VERTICAL WINDOW EDGES. SCREWS PLACED A MAXIMUM OF 16” OC VERTICALLY ALONG FURRING STRIPS (REFER TO SECTION 06 10 63.01).6.AIR GAP BETWEEN FURRING (REFER TO SECTION O6 10 63.01).7.ENGINEERED WOOD PANEL. 7/16” THICK W/ FACTORY PRIMED FINISH. FOLLOW PANEL SCHEDULE A AND B. SECURE PANEL WITH 2 SCREWS OVER EACH FURRING STRIPS(REFER TO SECTION 09 91 13.01 AND SECTION 07 46 26.01).8.PAINT PANELS BEFORE INSTALLING (REFER TO SECTION 09 91 13.01)9.2 1/4” CONCRETE SCREWS. INSTALL VERTICALLY ALONG FURRING STRIPS EVERY 18” OC OF FURRING. (REFER TO SECTION 06 10 63.01).10.1 1/2” WEATHERIZED SCREWS (REFER TO SECTION 09 91 13.01).11.EXISTING DOUBLE HUNG SINGLE PANE WINDOW. FRAME TO BE PAINTED (REFER TO SECTION 09 91 13.01)12.EXISTING GARAGE DOOR. TO BE PAINTED (REFER TO SECTION 09 91 13.01)13.EXISTING BRICK VENEER WALL. TO BE PAINTED (REFER TO SECTION 09 91 13.01).14.EXISTING CMU BLOCK WALL. TO BE PAINTED (REFER TO SECTION 09 91 13.01).15.EXISTING DOOR. TO BE PAINTED (REFER TO SECTION 09 91 13.01).16.EXISTING ROOF.17.EXISTING GUTTER.18.4x4 PRESSURE TREATED WOOD LUMBER19.2x6 PRESSURE TREATED WOOD LUMBER20.2 ½” WEATHERIZED SCREWS21.POLYPROPYLENE LANDSCAPE FABRIC22.GARDEN SOIL23.VEGITABLES AND EVERGREEN PLANTS24.5 1/2” STEEL CONCRETE WEDGE ANCHORS25.4 1/2” STEEL BOLTS26.ENGINEERED WOOD PANELS 7/16” SECURE TO 2x4s WITH 2 1/2” WEATHERIZED SCREWS27.3x7” STEEL TIE PLATES28.ROOFING FELTING29.DRIP EDGE 30.ASPHALT SHINGLES 31.ALUMINUM GUTTER32.WATER COSTERM - RAIN BARREL (50-55 GALLON) CENTERED UNDER WATER GUTTER DRIP HOLE33. 3 1/2” WIDE STEEL HINGE 34.2x4” PREASSURE TREATED WOOD LUMBER JOIST INSTALLED 1’ 6” O.C. WITH TWO NOTCHES TO SIT FLUSH ON 2x6 BEAMS (19)35.EXISTING PORCH36.WEATHER BARRIER FASTENER IN CONJUNCTION WITH 1 1/2” CONCRETE SCREWS37.EXISTING STEEL RAIL38. WATER GUTTER FASTENER, INSTALLED 1’ 6” O.C. TO 2X4s behind39. 4x4 DIMENTIONAL LUMBER INSTALLED AT 45 DEGREE ANGLE, NESTLED BETWEEN 2x6 BEAMS (19)40. 2x4 PRESSURE TREATED WOOD41. STAKE A42. STAKE B43. STAKE C

44 11 7 8

121314 15

17 18

19 19 26 261934 18 27 30

3 25

35

11 11 11

111112

PS05 SECTION PERSPECTIVE VIEW OF TYPOLOGICAL RESIDENCE

44 11 7 8

121314 15

17 18

19 19 26 261934 18 27 30

3 25

35

11 11 11

111112

SECTION PERSPECTIVE VIEW OF TYPOLOGICAL RESIDENCE PS06



1PS11

3PS11

EL. = +19’ -0”BOTTOM OF ROOF

EL. = +17’ -9 3/4”TOP OF WINDOW

EL. = +13’ -9 3/4”BOTTOM OF WINDOW

EL. = +9’ -0”TOP OF MASONRY/ 2ND FLOOR

EL. = 0’ -0”1ST FLOOR

EL. = -5’ -9 1/16”PORCH LEVEL

EL. = -9’ -0”GROUND GRADE

PS07 SECTION THROUGH WINDOW

1PS11

3PS11









SECTION THROUGH WINDOWPS08

GENERAL NOTES:1.THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE URBAN DESIGN BUILD STUDIO. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED IN THIS PERFORMANCE SPECIFICATION PACKET. USE OF THE DOCUMENT FOR ANY PURPOSE. THIS RESTRICTION AND OWNERSHIP OF INTELLECTUAL PROPERTY GOVERNS ALL SHEETS INCLUDED IN THE PERFORMANCE SPECIFICATION PACKET. USE OF THE DOCUMENTS FOR ANY PURPOSE, STUPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING PRODUCED ON CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE LETTERHEAD ISSUED BY THE DIRECTOR OF THE URBAN DESIGN BUILD STUDIO.2.NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES ITILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR PRE-CONSTRUCTION ANALYSIS SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “IN” AND “CA” SERIES (GOVERNING USE STIPULATIONS CODE ANALYSIS) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN THE DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH THE CONTRACTS AND/OR PROCUREMENT. GOBERNING USE STIPULATION SHEETS AND CODE ANALYSIS (“IN” AND “CA” SERIES DOCUMENTS) PROVIDE CODE, PROCEDURAL, AND USE GUIDELINES GOVERNING ALL INFORMATION CONTAINED WITHIN THE DOCUMENTS. ANY AND ALL ENTITIES REFERENCING CONTEXT INCLUDED SHALL DO SO ONLY IN THE CONTEXT OF THE ENTIRE VOLUME. NEITHER THE OWNER OF THE INTELLECTUAL PROPERTY NOR THEIR AGENTS ASSUME RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE DOCUMENTS.3.ALL CONTSTRUCTION, MATERIALS, AND INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2009 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY THE CITY OF PITTSBURGH.









1PS11

2PS12

PS09 SECTION THROUGH FRONT WALL








1PS11

2PS12

SECTION THROUGH FRONT WALL PS10



07 21 29.01 SPRAYED INSULATION - CLOSED CELL

07 26 13.01 ABOVE GRADE VAPOR BARRIER

06 10 63.01 EXTERIOR ROUGH CARPENTRY - FURRING

07 46 26.01 HARDBOARD SIDING - ENGINEERED WOOD PANEL

6

8





6

4

8

PS11 DETAIL SECTIONS THROUGH WALL #1-#2





6

4

8

DETAIL SECTIONS THROUGH WALL #3 PS12



2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 1’ - 7 1/4”

40’

2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

EL. = +21’ -6 5/16”TOP OF ROOF








3

4

4

5

9

11

11

11

11

1111

13

14

35

PS13 FRONT ELEVATION - FURRING INSTALLATION

2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 1’ - 7 1/4”

40’

2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

EL. = +21’ -6 5/16”TOP OF ROOF








3

4

4

5

9

11

11

11

11

1111

13

14

35

FRONT ELEVATION - FURRING INSTALLATION PS14



2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’1’ - 7 1/4”2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

40’ EL. = +21’ -6 5/16”TOP OF ROOF








3

4

4

5

9

11

11

11

11

1111

13

14

PS15 BACK ELEVATION - FURRING INSTALLATION

2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’1’ - 7 1/4”2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

40’ EL. = +21’ -6 5/16”TOP OF ROOF








3

4

4

5

9

11

11

11

11

1111

13

14


BACK ELEVATION - FURRING INSTALLATION PS16



21’ 5 5/8”

2’1’ - 7 1/4” 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’

EL. = +21’ -6 5/16”TOP OF ROOF






2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

3

4

5

9

13

14

35

PS17 LEFT ELEVATION - FURRING INSTALLATION

21’ 5 5/8”

2’1’ - 7 1/4” 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’

EL. = +21’ -6 5/16”TOP OF ROOF






2” 2”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

3

4

5

9

13

14

35


LEFT ELEVATION - FURRING INSTALLATION PS18



2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 1’ - 7 1/4”2” 2”

21’ 5 5/8”CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

EL. = +21’ -6 5/16”TOP OF ROOF






3

4

5

9

13

14

35

PS19 RIGHT ELEVATION - FURRING INSTALLATION

2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 2’ 1’ - 7 1/4”2” 2”

21’ 5 5/8”CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

EL. = +21’ -6 5/16”TOP OF ROOF






3

4

5

9

13

14

35


RIGHT ELEVATION - FURRING INSTALLATION PS20



PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”0’-9 3/4”

0’-9 9/16”CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.CLJT.

CLJT.CLJT.

CLJT.

LEFTPNL.

LEFTPNL.

RIGHTPNL.

RIGHTPNL.

HORIZ.DIM.

PANELSCHED. A

HORIZ.DIM.

PANELSCHED. B

8’-0” OF JNT. TO OF JNT.Pnl. shall be set by right JT.

and extend to left full Pnl.

CL CL CL CL CL CL CL CL

CL CL 8’-0” or RISID.8’-0” or RISID. CL CL



8’-0” OF JNT. TO OF JNT.Pnl. shall be set by left JT. and extend to right full Pnl.





4’-0” OF JNT. TO OF JNT.Pnl. shall be

set by right JT. and extend to

left half Pnl.

CLCL

4’-0” OF JNT. TO OF JNT.Pnl. shall be set by left JT. and extend to right half Pnl.

CLCL

4’-0” or RISID. 4’-0” or RISID.

4’ - 11 1/2” 3’ - 6” 5’ - 6” 3’ - 6” 3’ - 6” 5’ - 6” 3’ - 6”4’ - 9” 4’ - 11 1/2”

40’

EL. = +21’ -6 5/16”TOP OF ROOF








11

11

11

11

1111

13

7

8

1212

15 1535

PS21 FRONT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”0’-9 3/4”

0’-9 9/16”CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.CLJT.

CLJT.CLJT.

CLJT.

LEFTPNL.

LEFTPNL.

RIGHTPNL.

RIGHTPNL.

HORIZ.DIM.

PANELSCHED. A

HORIZ.DIM.

PANELSCHED. B














left half Pnl.

CLCL


CLCL


4’ - 11 1/2” 3’ - 6” 5’ - 6” 3’ - 6” 3’ - 6” 5’ - 6” 3’ - 6”4’ - 9” 4’ - 11 1/2”

40’

EL. = +21’ -6 5/16”TOP OF ROOF








11

11

11

11

1111

13

7

8

1212

15 1535


FRONT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY PS22



PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. BCL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

LEFTPNL.

LEFTPNL.

RIGHTPNL.

RIGHTPNL.














left half Pnl.

CLCL


CLCL


HORI

Z.DI

M.PA

NEL

SCHE

D. A

HORI

Z.DI

M.PA

NEL

SCHE

D. B

4’ - 11 1/2” 3’ - 6” 5’ - 6” 3’ - 6” 3’ - 6” 5’ - 6” 3’ - 6”4’ - 9” 4’ - 11 1/2”

40’

EL. = +21’ -6 5/16”TOP OF ROOF








11

11

11

11

1111

13

14

7

8

PS23 BACK ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. A

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. B

PANEL SCHED. BCL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

LEFTPNL.

LEFTPNL.

RIGHTPNL.

RIGHTPNL.














left half Pnl.

CLCL


CLCL


HORI

Z.DI

M.PA

NEL

SCHE

D. A

HORI

Z.DI

M.PA

NEL

SCHE

D. B

4’ - 11 1/2” 3’ - 6” 5’ - 6” 3’ - 6” 3’ - 6” 5’ - 6” 3’ - 6”4’ - 9” 4’ - 11 1/2”

40’

EL. = +21’ -6 5/16”TOP OF ROOF








11

11

11

11

1111

13

14

7

8


BACK ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY PS24



PANEL SCHED. DPANEL SCHED. C




PANEL SCHED. C

PANEL SCHED. D

PANEL SCHED. DPANEL SCHED. C CL JT.

CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CL JT.CL JT.

1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”

0’-9 3/4”

1’-0”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.

CL CL8’-0” OF JNT. TO OF JNT.Pnl. shall be set by right JT.


CL CL8’-0” OF JNT. TO OF JNT.Pnl. shall be set by left JT. and extend to right full Pnl.

8’-0” Pnl. shall be centered bymid pnt. to mid pnt. of walland extend to left full Pnl.

6’-8 15/16” or RISID. 6’-8 15/16” or RISID.

2’-8 13/16” or RISID.

2’-8 13/16” or RISID.

21’ 5 5/8”

EL. = +21’ -6 5/16”TOP OF ROOF






HORI

Z.DI

M.PA

NEL

SCHE

D. D

HORI

Z.DI

M.PA

NEL

SCHE

D. C

13

7

8

14

35

PS25 LEFT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY





PANEL SCHED. C

PANEL SCHED. D

PANEL SCHED. DPANEL SCHED. C CL JT.

CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CL JT.CL JT.

1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”

0’-9 3/4”

1’-0”

CLJT.

CLJT.

CLJT.

CLJT.

CLJT.





6’-8 15/16” or RISID. 6’-8 15/16” or RISID.

2’-8 13/16” or RISID.

2’-8 13/16” or RISID.

21’ 5 5/8”

EL. = +21’ -6 5/16”TOP OF ROOF






HORI

Z.DI

M.PA

NEL

SCHE

D. D

HORI

Z.DI

M.PA

NEL

SCHE

D. C

13

7

8

14

35


LEFT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY PS26



1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”0’-9 3/4”

1’-0”





PANEL SCHED. C

PANEL SCHED. D


CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CL JT.CL JT.

JT.JT.CL CL





6’-8 15/16” or RISID. 6’-8 15/16” or RISID.

2’-8 13/16” or RISID.

2’-8 13/16” or RISID.

JT.CL

JT.CL

JT.CL

21’ 5 5/8”

EL. = +21’ -6 5/16”TOP OF ROOF






HORI

Z.DI

M.PA

NEL

SCHE

D. D

HORI

Z.DI

M.PA

NEL

SCHE

D. C

13

7

8

14

35

PS27 RIGHT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY

1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”1’-0”0’-9 3/4”

1’-0”





PANEL SCHED. C

PANEL SCHED. D


CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.CL JT.

CL JT.CL JT.

JT.JT.CL CL





6’-8 15/16” or RISID. 6’-8 15/16” or RISID.

2’-8 13/16” or RISID.

2’-8 13/16” or RISID.

JT.CL

JT.CL

JT.CL

21’ 5 5/8”

EL. = +21’ -6 5/16”TOP OF ROOF






HORI

Z.DI

M.PA

NEL

SCHE

D. D

HORI

Z.DI

M.PA

NEL

SCHE

D. C

13

7

8

14

35


RIGHT ELEVATION - ENGINEERED WOOD PANEL ASSEMBLY PS28



PS29 ASSEMBLY AXON - OPEN CELL INSULATION

1

2

11

13


ASSEMBLY AXON - WEATHER BARRIER PS30

3

11

13



PS31 ASSEMBLY AXON - WEATHER BARRIER FASTENER N INSTALLATION

3

11

13

36


3

11

13

36

5

6

ASSEMBLY AXON - FURRING PLACEMENTPS32



3

11

13

36

5

6

9

PS33 ASSEMBLY AXON - FURRING FASTENING


11

13

7

8

ASSEMBLY AXON - ENGINEERED LUMBER PLACEMENTPS34



11

1378

10

PS35 ASSEMBLY AXON - PANEL FASTENING


11

1378

10

ASSEMBLY AXON - COMPLETE ASSEMBLYPS36



1 3 36 5 9 7 10

11

PS37 EXPLODED AXON - FULL ASSEMBLY

1 3 36 5 9 7 10

11


EXPLODED AXON - FULL ASSEMBLYPS38



31

39

38

26

27

EL. = +0’-0”EXISTING GRADE

EL. = +3’-4 3/4” BASE OF CANOPY

EL. = +4’-1/4” BASE OF PANELING

EL. = +12’-3 3/8” BOTTOM EDGE OF GUTTER

EL. = +13’-11 1/8” TOP EDGE OF CANOPY @ WALL

2’-1”2’-1”

8’-7”

C.L. TYP.1/2”

2 1/4”

2’-9 1/4”

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ. EQ.

EQ. EQ. EQ. EQ.

EQ.

EQ.

11’-9”1’-6”EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.

12’-10”EQ. EQ.

TYP. SLOPE: 12” : 12”

32

3737

4

15

19

18

15

32

18

PS39 PHASE 2 - PORCH SHELTER - FRONT ELEVATION


PHASE 2 - PORCH SHELTER - FRONT ELEVATIONPS40



EL. = +0’-0”EXISTING GRADE

EL. = +3’-4 3/4” BASE OF CANOPY

EL. = +4’-1/4” BASE OF PANELING C.L. TYP.

1’-11 1/8”

C.L. TYP. C.L.

C.L.

3’-3 1/2”EQ.

1/2”

4”

3’-3 1/2”

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EQ.

EL. = +7’-1/8” BASE OF VERTICAL PANEL

EL. = +12’-9 1/2” TOP OF FORWARD COLUMN

EL. = +11’-5 3/4” TOP OF PANELING

EL. = +13’-6 1/2” TOP OF REAR COLUMN

SLOPE: 2 7/8” : 12”

1/2”

13

9

13

35

37

32

26

39

19

34

39

31

26

33

33

33

33

19

PS41 PHASE 2 - PORCH SHELTER - SIDE ELEVATION


PHASE 2 - PORCH SHELTER - SIDE ELEVATIONPS42



18 40 3537 15

PS43 PHASE 2 - PORCH SHELTER - ASSEMBLY AXON - WOODEN STRUCTURE

18 40 3537 152525 24

4141


PHASE 2 - PORCH SHELTER -ASSEMBLY AXON - BOLT AND SCREWSPS44



18 40 3537 1525 25 24

2739

PS45 PHASE 2 - PORCH SHELTER - ASSEMBLY AXON - 45 DEGREE SUPPORT

18 40 3537 1525 25 24

27

39

19 19

19 19 20


PHASE 2 - PORCH SHELTER -ASSEMBLY AXON - BEAM ASSEMBLYPS46



18 40 3537 1525 25 24

27

39

19 19 19 19 20 3441 41

PS47 PHASE 2 - PORCH SHELTER - ASSEMBLY AXON -JOIST ASSEMBLY

18 40 3537 1525 25 24

27

39

19 19 262020


PHASE 2 - PORCH SHELTER -ASSEMBLY AXON - ENGINEERED WOOD SHEATHINGPS48



18 40 3537 1525 25 24

27

19 262830

PS49 PHASE 2 - PORCH SHELTER - ASSEMBLY AXON -ROOFING ASSEMBLY

19 3537 1525 24

27

19 30

20

20

33

33


PHASE 2 - PORCH SHELTER -ASSEMBLY AXON - SIDING PS50



19 3537 1525 24

27

31 30

20

20

33

38

3232

PS51 PHASE 2 - PORCH SHELTER - ASSEMBLY AXON -COMPLETE


PHASE 2 - PORCH SHELTER -ASSEMBLY AXON - COMPLETE PS52



PS52 PHASE 3 - GARDEN - PLAN

42

41

42

18

19

18

19

35

32

1’ -10 9/16”

7’

7’

5’ - 10”

5’ - 3 3/8”5’ - 3 3/8”

6’ - 5 13/16”

6’ - 5 13/16”

5’ - 9 11/16”5’ - 9 11/16”

8’ - 3 1/4”

8’ - 3 1/4”

1’ - 2 1/4” 1’ - 2 1/4”

1’ -10 9/16”

7’

3’ - 3 3/4”3’ - 3 3/4”

2’ - 3 1/2” 2’ - 3 1/2”

4’ - 4 3/4” 4’ - 4 3/4”2’2’ 3’ - 6”

16’ - 3 9/16”

1’ - 3 3/16”1’ - 3 3/16”

6’ - 5 13/16”

5’ - 4 9/16” 5’ - 4 9/16”


PHASE 3 - GARDEN - PLAN PS53

42

41

42

18

19

18

19

35

32

1’ -10 9/16”

7’

7’

5’ - 10”

5’ - 3 3/8”5’ - 3 3/8”

6’ - 5 13/16”

6’ - 5 13/16”

5’ - 9 11/16”5’ - 9 11/16”

8’ - 3 1/4”

8’ - 3 1/4”

1’ - 2 1/4” 1’ - 2 1/4”

1’ -10 9/16”

7’

3’ - 3 3/4”3’ - 3 3/4”

2’ - 3 1/2” 2’ - 3 1/2”

4’ - 4 3/4” 4’ - 4 3/4”2’2’ 3’ - 6”

16’ - 3 9/16”

1’ - 3 3/16”1’ - 3 3/16”

6’ - 5 13/16”

5’ - 4 9/16” 5’ - 4 9/16”



18

PS54 PHASE 3 - ASSEMBLY AXON - GROUNDED POSTS


18

19

PHASE 3 - ASSEMBLY AXON - SIDING PS55



18

19 20

PS56 PHASE 3 - ASSEMBLY AXON - SECURE SIDES

18

1920 19 19


PHASE 3 - ASSEMBLY AXON - SECONDARY SIDING PS57



18

1920 19 1920

PS58 PHASE 3 - ASSEMBLY AXON - SECURE SECONDARY SIDING

18

19

19 19


PHASE 3 - ASSEMBLY AXON - FULL FRAMING PS59



21 19

19 19

22

PS60 PHASE 3 - ASSEMBLY AXON - SOIL




PHASE 3 - ASSEMBLY AXON - PLANTING PS61

23

PS61 PHASE 3 - ASSEMBLY AXON - REPEAT MIRRORED

23

23




PHASE 3 - ASSEMBLY AXON - REPEAT MIRRORED PS62

PS63 06 10 63.01 Exterior Rough Carpentry – Furring


06 10 63.01 Exterior Rough Carpentry – Furring

PART 1 - GENERAL1.1 DISCRIPTION OF WORK:A. Furring to be applied to the CMU Wall in assemblies as indicated on the drawings and as indicated in this specification section. This is meant to provide surfaces to secure engineered wood siding. If there is any need for clarification contact architect involved.1.2 RELATED SECTION:A. SECTION 07 21 29.01 Sprayed Insulation – Closed CellB. SECTION 07 26 13.01 Above Grade Vapor BarrierC. SECTION 07 46 26.01 Hardboard Siding - Engineered wood panel1.3 QUALITY ASSURANCE:A. Installation must be led by an expert who has 5 plus years of experience in installing siding. He/She must also know how to apply furring to concrete masonry units (CMUs). Installer must also be able to lead a volunteer force in the installation of the furring.1.4 SUBMITTALSA. Submit manufacturer’s product data and insulation instructions for review.

PART 2 – PRODUCTS2.1 MATERIALSA. Wood Furring:1. Description: 2” x 2” wood furring2. Thickness: Average of 1.5” by 1.5”3. Style: Hem-Fir Furring Strip Board4. Length: 8’ feet B. Concrete Screws:1. Description; Concrete Screws2. Diameter: 1/4”3. Length: 2-1/4”4. Pitch:1/16”5. Style: Phillips Flat head6. Material: Carbon SteelC. Masonry Drill Bit: 1. Description: Solid Rock Carbide Masonry Bit2. Diameter: 3/16”3. Length: 4”4. Metal Composition: Carbide tip, and Steel body

PART 3 – EXECUTION3.1 EXAMINATION A. Verify that CMU wall has been insulated (see SECTION 07 21 29.01 Sprayed Insulation – Closed Cell) and vapor barrier (see SECTION 07 26 13.01 – Above Grade Vapor Barrier) has been installed. Notify architect of unsatisfactory preparation before proceeding.3.2 PREPARATION


06 10 63.01 Exterior Rough Carpentry – FurringPS64

A. Front and Back of House: Draw a line with a non permanent marker from the top to the bottom of wall 1’ from the edge of each wall. From left to right mark wall 24” OC to have a reference for furring placement. Continue across the wall until you reach other edge. Also mark the wall 2” from each side of the windows from bottom of the window to where roof meets the wall. B. Gable End Walls: Draw a line with a non permanent marker from the top to the bottom of wall 1’ from the edge of each wall. From left to right mark wall 24” OC to have a reference for furring placement. Continue across the wall until you reach other edge.3.3 INSTALLATION 4. A. Front and Back of House: Use non permanent marker lines as general guidelines. From edge of wall place furring strips from top to bottom vertically. Use level to ensure verticality. Pre drill hole every 16” along furring strip using the masonry bit. While one person holds furring strip a second person should use the hammer drill to screw in the Tapcon Masonry Screw until flush and secured fully to the wall. Continue to use permanent marker lines as a general guide and place furring strips 24” OC across the wall. Also ensure that additional furring strips are secured 2” offset from sides of windows from bottom of window to roof edge. Continue placing the furring until one reaches the other edge. B. Gable end walls: Use non permanent marker lines as general guidelines. From edge of wall place furring strips from top to bottom vertically. Use level to ensure verticality. Pre drill hole every 16” along furring strip using the masonry bit. While one person holds furring strip a second person should use the hammer drill to screw in the Tapcon Masonry Screw until flush and secured fully to the wall. Continue to use permanent marker lines as a general guide and place furring strips 24” OC across the wall. Continue placing the furring until one reaches the other edge.

END OF SECTION

PS65 06 10 63.02 Exterior Rough Carpentry – STUD

SECTION 06 10 63.02 Exterior Rough Carpentry – Stud

PART 1 – GENERAL

1.1 DESCRIPTION OF WORK A. Extent of stud installation is shown on drawings and indicated by provisions of this section B. Construction of community garden in this section includes the following: 1. Installation of Rough Cut Lumber – Studs to Rough Cut Lumber – Structural Posts 2. Installation of Netting Plant Soil Stabilization at the base of the planter

1.2 RELATED SECTIONS A. SECTION 06 11 16.01 – Mechanically Graded Lumber – Structural Post

1.3 QUALITY ASSURANCE A. Cutting of Lumber: Full lengths must be cut to specified lengths. Each edge must be mitered at corners. B. Lumber Storage: Store lumber and other materials off the ground on a flat surface, and under a roof or separate waterproof covering. C. Installation to be led by expert who has 5 plus years of experience installing similar garden beds. Installer should be willing to lead and help a volunteer force install the garden.

1.4 SUBMITTALS A. Submit manufacturer’s product data and installation instructions for each product. B. An example of all relevant mitered edges between two Rough Cut Lumber - Studs to ensure that quality assurance of lumber is achieved. C. An example of application of Rough Cut Lumber – Studs to Mechanically Graded Lumber – Structural Post to ensure that quality assurance of lumber is achieved. D. An example of application of Netting Planting Soil Stabilization to top soil to ensure that quality assurance of lumber is achieved. E. Maintenance and periodic inspection recommendations.

1.5 WARRANTY A. Manufacturer’s Standard Warranty: Lifetime limited warranty against rot, decay, and termites

PART 2 – PRODUCTS

2.1 MANUFACTURERS A. Acceptable Manufacturer: Consult Architect for approval of an acceptable lumber manufacturer.


06 10 63.02 Exterior Rough Carpentry – STUDPS66

2.2 MATERIALS A. Exterior Rough Carpentry – Stud 1. Description: 2 in. x 6 in. x 8 ft. #2 Prime Pressure-Treated Southern Pine Lumber 2. Thickness: Average of 1.5 in. by 5.5 in. 3. Style: Pine lumber pressure-treated with micronized copper azole 4. Length: 8 ft. B. Exterior Rough Carpentry – Stud 1. Description: 2 in. x 6 in. x 8 ft. #2 Prime Pressure-Treated Southern Pine Lumber 2. Thickness: Average of 1.5 in. by 5.5 in. 3. Style: Pine lumber pressure-treated with micronized copper azole 4. Length: 10 ft. C. Exterior Rough Carpentry – Stud 1. Description: 2 in. x 6 in. x 8 ft. #2 Prime Pressure-Treated Southern Pine Lumber 2. Thickness: Average of 1.5 in. by 5.5 in. 3. Style: Pine lumber pressure-treated with micronized copper azole 4. Length: 12 ft. D. Netting Planting Soil Stabilization 1. Description: Woven polypropylene net 2. Thickness: 11 mm3. Width: 3 ft. 4. Length: 50 ft.

2.3 ACCESSORIES A. ¼” x 2-½” Structural Wood Screws

EXECUTION

3.1 INSPECTION AND PREPARATION A. Do not begin until Mechanically Graded Lumber – Structural Posts have been installed B. If site preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 INSTALLATION A. Install in accordance with manufacturer’s details and drawing details 1. Read manufacturer’s warranty and comply with terms necessary to maintain warranty coverage. 2. Install in accordance with conditions stated in model code evaluation service report. B. Allow products to adjust to ambient conditions before starting installation C. Do not install over rain-soaked or buckled materials


SECTION 06 10 63.03 Exterior Rough Carpentry – Stud

PART 1 – GENERAL1.1 DESCRIPTION OF WORKA. Extent of stud installation is shown on drawings and indicated by provisions of this section B. Construction of porch in this section includes the following:1. Installation of Rough Cut Lumber – Studs to Rough Cut Lumber – Structural Posts1.2 RELATED SECTIONSA. SECTION 06 11 16.02 – Mechanically Graded Lumber – Structural Post1.3 QUALITY ASSURANCEA. Cutting of Lumber: Full lengths must be cut to specified lengths. Each edge must be mitered at corners. B. Lumber Storage: Store lumber and other materials off the ground on a flat surface, and under a roof or separate waterproof covering.C. Installation to be led by expert who has 5 plus years of experience installing similar garden beds. Installer should be willing to lead and help a volunteer force install the garden. 1.4 SUBMITTALSA. Submit manufacturer’s product data and installation instructions for each product.B. An example of all relevant notches in Rough Cut Lumber - StudsC. An example of application of Aluminum Gutter to Rough Cut Lumber - StudsD. Maintenance and periodic inspection recommendations.1.5 WARRANTYA. Manufacturer’s Standard Warranty: Lifetime limited warranty against rot, decay, and termitesPART 2 – PRODUCTS2.4 MANUFACTURERSA. Acceptable Manufacturer: Consult Architect for approval of an acceptable lumber manufacturer. 2.5 MATERIALSA. Exterior Rough Carpentry – Stud1. Description: 2 in. x 4 in. x 12 ft. #2 Prime Pressure-Treated Southern Pine Lumber2. Thickness: Average of 1.5 in. by 3.5 in.3. Style: Pine lumber pressure-treated with micronized copper azole4. Length: 12 ft.B. Exterior Rough Carpentry – Stud1. Description: 2 in. x 6 in. x 12 ft. #2 Prime Pressure-Treated Southern Pine Lumber2. Thickness: Average of 1.5 in. by 5.5 in.3. Style: Pine lumber pressure-treated with micronized copper azole4. Length: 12 ft.C. Exterior Rough Carpentry – Stud1. Description: 2 in. x 6 in. x 8 ft. #2 Prime Pressure-Treated Southern Pine Lumber2. Thickness: Average of 1.5 in. by 5.5 in.3. Style: Pine lumber pressure-treated with micronized copper azole4. Length: 12 ft.



2.6 ACCESSORIESD. ¼” x 2-½” Structural Wood ScrewsEXECUTION3.1 INSPECTION AND PREPARATIONA. Do not begin until Mechanically Graded Lumber – Structural Posts have been installedB. If site preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATIONA. Install in accordance with manufacturer’s details and drawing details1. Read manufacturer’s warranty and comply with terms necessary to maintain warranty coverage.2. Install in accordance with conditions stated in model code evaluation service report.B. Allow products to adjust to ambient conditions before starting installationC. Do not install over rain-soaked or buckled materialsD. Install four 12 ft lengths of 2 in. x 6 in. Exterior Rough Carpentry – Stud horizontally, adjacent to structural posts on either side. Secure each stud to each post with four 2-½” weatherized screws vertically using a cordless power drill.E. Apply 2 in. x 6 in. spacers 16” O.C. between 12 ft. lengths Secure each spacer to each post with two 2-½” weatherized screws vertically using a cordless power drill.F. Cut 10 5’-7” lengths of 2in. x 4in. Exterior Rough carpentry – Stud. a. Miter each edge to 13 degrees.b. Create two notches in each 2in. x 4 in. The size of both notches is 6-1/2” x 1-1/2” The first is located directly beneath the mitered edge 3-5/8” down. The second is located 1’-7-1/2” from the bottom of the opposite mitered edge.c. Align each mitered stud along the 12 ft. length 2 in. x 6 in. at 18” O.C.G. Apply 18” lengths of 2 in. x 6 in. along beams at each seam. H. Panel Spacing: Prepare two ½” thick spacers that are 1’-0” long to help ensure a consistent spacing between panels.a. Apply horizontal 3’-6” lengths of 2 in. x 6 in. studs to the sides of the 4 in. x 4in. posts starting 7-1/2” A.F.F, extending to 7’-2” A.F.F. Secure each stud to each post with four 2-½” weatherized screws vertically using a cordless power drill.b. Apply horizontal 1’-9” lengths of 2 in. x 6 in. studs to the front of the 4 in. x 4in. posts starting 7-1/2” A.F.F, extending to 7’-2” A.F.F. Secure each stud to each post with four 2-½” weatherized screws vertically using a cordless power drill.3.3 PROTECTIONA. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products after Substantial Completion. END OF SECTION


D. All studs to be placed vertically atop one another to the top of the post they are applied to. a. Apply 5 studs of length 9’-5 ½” with both edges mitered 45 degrees to Post 9 and Post 10. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. b. Apply 5 studs of length 6’-2” with both edges mitered 45 degrees to Post 10 and Post 13. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. c. Apply 5 studs of length 8’-0” with one edge mitered 45 degrees to Post 10 and Post 13. The edge secured to Post 13 shall be the mitered edge. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. d. Apply 5 studs of length 8’-0” to Post 1 and Post 8. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. e. Apply 5 studs of length 6’-8” with one edge mitered 45 degrees to Post 7 and Post 5. The edge secured to Post 5 shall be the mitered edge. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. f. Apply 5 studs of length 2’-7-½” with both edges mitered 45 degrees to Post 4 and Post 5. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. g. Apply 5 studs of length 6’-8” with one edge mitered 45 degrees and one edge mitered 33 degrees to Post 4 and Post 6. The edge secured to Post 4 shall be the edge mitered 45 degrees. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. h. Apply 5 studs of length 1’-6” to Post 6. Secure each stud to Post 6 with two 2-½” weatherized screws vertically using a cordless power drill.i. Apply 5 studs of length 1’-6” to Post 6. Secure each stud to Post 6 with two 2-½” weatherized screws vertically using a cordless power drill. j. Apply 5 studs of length 1’-6” ” with one edge mitered 45 degrees to Post 9. The edge secured to Post 9 shall be the edge mitered 45 degrees. Secure each stud to Post 6 with two 2-½” weatherized screws vertically using a cordless power drill. k. Apply 5 studs of length 6’-1 ½” with both edges mitered 30 degrees to complete the circuit. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill to adjacent studs. l. Apply 3 studs of length 7’-5-¼” with both edges mitered 30 degrees to Post 9 and Post 6. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. m. Apply 3 studs of length 1’-4” with one edge mitered 45 degrees to Post 4 and Post 1. The edge secured to Post 1 shall be the mitered edge. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. n. Apply 3 studs of length 3’-9-½” with both edges mitered 45 degrees to Post 1 and Post 2. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill. o. Apply 3 studs of length 7’-11 ½” with one edge mitered 45 degrees to Post 2 and Post 3. The edge secured to Post 2 shall be the mitered edge. Secure each stud to the posts with four 2-½” weatherized screws vertically using a cordless power drill.



p. Apply 3 studs of length 2’-1 ½” with both edges mitered 35 degrees to Post 3. Secure each stud to the post and adjacent studs with four 2-½” weatherized screws vertically using a cordless power drill.3.3 PROTECTIONA. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products after Substantial Completion. END OF SECTION

PS71 SECTION 06 11 16.01 Mechanically Graded Lumber – Structural Post

SECTION 06 11 16.01 Mechanically Graded Lumber – Structural Post

1.1 DESCRIPTION OF WORK A. Extent of stud installation is shown on drawings and indicated by provisions of this section B. Construction of community garden in this section includes the following: 1. Demolition of existing concrete pad between homes 2. Application of Rough Cut Lumber – Structural Posts into the ground1.2 QUALITY ASSURANCE A. Cutting of Lumber: Full lengths must be cut to specified lengths. B. Lumber Storage: Store lumber and other materials off the ground on a flat surface, and under a roof or separate waterproof covering. C. Installation to be led by expert who has 5 plus years of experience installing similar garden beds. Installer should be willing to lead and help a volunteer force install the garden. 1.3 SUBMITTALS A. Submit manufacturer’s product data and installation instructions for each product. B. An example of how to install Mechanically Graded Labor – Structural Posts into the ground. C. Maintenance and periodic inspection recommendations.1.5 WARRANTY A. Manufacturer’s Standard Warranty: Lifetime limited warranty against rot, decay, and termitesPART 2 – PRODUCTS2.1 MANUFACTURERS A. Acceptable Manufacturer: Consult Architect for approval of an acceptable lumber manufacturer. 2.2 MATERIALS A. Mechanically Graded Lumber – Structural Post 1. Description: 4 in. x 4 in. x 8 ft. #2 Pine Pressure-Treated Lumber 2. Thickness: Average of 3.5 in. by 3.5 in. 3. Style: Pine lumber pressure-treated with micronized copper azole 4. Length: 8 ft.PART 3 - EXECUTION3.1 INSPECTION AND PREPARATION A. Do not begin until existing concrete has been demolished and removed B. If site preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATION A. Install in accordance with manufacturer’s details and drawing details 1. Read manufacturer’s warranty and comply with terms necessary to maintain warranty coverage. 2. Install in accordance with conditions stated in model code evaluation service report. B. Allow products to adjust to ambient conditions before starting installation


SECTION 06 11 16.01 Mechanically Graded Lumber – Structural PostPS72

C. Do not install over rain-soaked or buckled materials D. Cut ten 3’-3 ½” lengths of lumber E. Cut three 2’-4 ½” lengths of lumber F. Measurement of Area: Place one stake at the center point of the existing concrete steps. This stake shall be referred to as Stake A (KEYNOTE 41). G. Place one additional stake that is also along the center point of the concrete stairs, but that is along the roadway adjacent to the property line. This stake shall be referred to as stake B (KEYNOTE 42). Segment AB will divide the property in half. H. Place one final stake perpendicular to segment AB that is in line with Stake A. This stake shall be referred to as Stake C (KEYNOTE 43). I. Each post will be placed in reference to the vertical axis established by Segment AB and the horizontal established by Segment AC, and as determined by drawing PS52-53. 1. Place a post measuring 2’-4 ½” that is 9’-7” O.C. vertically and 5’-10” O.C. horizontally from Stake A. This will be denoted Post 1. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 2. Place a post measuring 2’-4 ½” that is 9’-7” O.C. vertically and 9’-0” O.C. horizontally from Stake A. This will be denoted Post 2. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 3. Place a post measuring 2’-4 ½” that is 17’-2” O.C. vertically and 9’-0” O.C. horizontally from Stake A. This will be denoted Post 3. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 4. Place a post measuring 3’-3 ½” that is 11’-0” O.C. vertically and 5’-10” O.C. horizontally from Stake A. This will be denoted Post 4. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 5. Place a post measuring 3’-3 ½” that is 11’-0” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 5. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 6. Place a post measuring 3’-3 ½” that is 17’-2” O.C. vertically and 5’-10” O.C. horizontally from Stake A. This will be denoted Post 6. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 7. Place a post measuring 3’-3 ½” that is 17’-2” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 7. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 8. Place a post measuring 3’-3 ½” that is 17’-3 ½” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 8. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 9. Place a post measuring 3’-3 ½” that is 24’-2” O.C. vertically and 2’-3 ½” O.C. horizontally from Stake A. This will be denoted Post 9. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 10. Place a post measuring 3’-3 ½” that is 33’-1” O.C. vertically and 2’-3 ½” O.C. horizontally from Stake A. This will be denoted Post 10. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 11. Place a post measuring 3’-3 ½” that is 25’-2” O.C. vertically and 7’-10” O.C. horizontally from Stake


11. Place a post measuring 3’-3 ½” that is 25’-2” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 11. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 12. Place a post measuring 3’-3 ½” that is 25’-3 ½” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 12. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 13. Place a post measuring 3’-3 ½” that is 3’-1” O.C. vertically and 7’-10” O.C. horizontally from Stake A. This will be denoted Post 13. This stud shall be placed into a 1’-0” deep trench to secure the post until cladding is applied. 3.3 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products after Substantial Completion.

END OF SECTION


SECTION 06 11 16.02 Mechanically Graded Lumber – Structural PostPS74

SECTION 06 11 16.02 Mechanically Graded Lumber – Structural Post

1.1 DESCRIPTION OF WORKA. Extent of stud installation is shown on drawings and indicated by provisions of this section B. Construction of Porch:1. Application of Braces on Existing Concrete Porch2. Application of Rough Cut Lumber – Structural Posts onto existing entryway1.2 QUALITY ASSURANCEA. Cutting of Lumber: Full lengths must be cut to specified lengths. B. Lumber Storage: Store lumber and other materials off the ground on a flat surface, and under a roof or separate waterproof covering.C. Installation to be led by expert who has 5 plus years of experience installing similar garden beds. Installer should be willing to lead and help a volunteer force install the garden. 1.3 SUBMITTALSA. Submit manufacturer’s product data and installation instructions for each product.B. An example of how to install Mechanically Graded Labor – Structural Posts with supplied bracketsC. Maintenance and periodic inspection recommendations.1.5 WARRANTYA. Manufacturer’s Standard Warranty: Lifetime limited warranty against rot, decay, and termitesPART 2 – PRODUCTS2.1 MANUFACTURERSA. Acceptable Manufacturer: Consult Architect for approval of an acceptable lumber manufacturer. 2.2 MATERIALSA. Mechanically Graded Lumber – Structural Post1. Description: 4 in. x 4 in. x 10 ft. #2 Pine Pressure-Treated Lumber2. Thickness: Average of 3.5 in. by 3.5 in.3. Style: Pine lumber pressure-treated with micronized copper azole4. Length: 10 ft.2.3 ACCESSORIESA. Corner BracesB. ¼” x 2-1/2” Structural Wood ScrewsC. 12 ¼” x 3-3/4”Masonry Screws

PART 3 - EXECUTION3.1 INSPECTION AND PREPARATIONA. Do not begin until brackets have been secured on existing concrete entrywayB. If site preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 INSTALLATIONA. Install in accordance with manufacturer’s details and drawing details1. Read manufacturer’s warranty and comply with terms necessary to maintain warranty coverage.2. Install in accordance with conditions stated in model code evaluation service report.B. Allow products to adjust to ambient conditions before starting installation


C. Do not install over rain-soaked or buckled materialsD. Cut four 9’-4 5/8” lengths of lumberE. Cut four 2’-11 ½” lengths of lumberF. Cut four 1’-2 ¼” lengths of lumberG. Cut four 2’-3 ½” lengths of lumber, with both edges mitered to 45 degreesH. Placement of brackets: Chalk the centerline of the existing porch. 1. Posts of 9’-4 5/8” lengths are erected 8 7’8” O.C. from the center axis of the porch. 2. Four posts of 9’-4 5/8” lengths are erected in line with the edge of the top stair, and in line with the finished face of the exterior wall. 3. Secure each bracket to the concrete porch with four 12-1/4” weatherized screws vertically using a cordless power drill.4. Secure each stud to the brackets posts with four 2-½” weatherized screws vertically using a cordless power drill.I. Two 1’-2 ¼” length posts will be placed at 3’-6” O.C. A.F.F. as bracing of the rectangular arrangement of posts. Secure posts with four 2-½” weatherized screws horizontally using a cordless power drill.J. Two 2’-11 ½” length posts will be placed at 3’-9” O.C. A.F.F. as bracing of the rectangular arrangement of posts. Secure posts with four 2-½” weatherized screws horizontally using a cordless power drill.K. Two 1’-2 ¼” length posts will be placed at 7’-8” O.C. A.F.F. as bracing of the rectangular arrangement of posts. Secure posts with four 2-½” weatherized screws horizontally using a cordless power drill.L. Two 2’-11 ½” length posts will be placed at 7’-5” O.C. A.F.F. as bracing of the rectangular arrangement of posts. Secure posts with four 2-½” weatherized screws horizontally using a cordless power drill.M. The four 2’-3 ½” members will be placed 7’-11 ½” A.F.F. to suspend Exterior-Rough Carpentry – Studs. Secure posts with four 2-½” weatherized screws horizontally using a cordless power drill.3.3 PROTECTIONA. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products after Substantial Completion. END OF SECTION


07 21 29.01 Sprayed Insulation – Closed CellPS76


07 21 29.01 Sprayed Insulation – Closed CellPART 1 GENERAL1.1 DISCRIPTION OF WORK:A. Spray-in-place rigid closed-cell polyurethane foam insulation in assemblies indicated on construction drawing ______, to provide improved thermal resistance.

1.2 RELATED SECTION: A. SECTION 06 10 63.01 Exterior Rough Carpentry – Furring 1.3 QUALITY ASSURANCE:A. Installer Qualifications: 1. Contractor performing work under this section shall be trained in the art of applying spray polyurethane foam insulation.2. Provide authorized contractor certification.3. Provide InSeal Right Quality Assurance Program Certificate of Compliance4. Thermal graph analysis should be presented to architect as proof of every open cell in the wall being filled and insulated.

1.4 SUBMITTALSA. Submit under provisions of Section 01300.B. Product Data: Manufacturer’s data sheets on each product to be used, including:1. Technical data sheets and samples as required by local code officials.2. Technical data sheet from the manufacturer showing the test results from the ASTM E84 (Surface Burning Characteristics).3. Preparation instructions and recommendations.4. Storage and handling requirements and recommendations.5. Installation methods.

1.5 DELIVERY, STORAGE, AND HANDLINGA. Materials shall be delivered in manufacturer’s original containers clearly labelled with manufacturer’s name, product identification, safety information, net weight of contents and expiration date.B. Material shall be stored in a safe manner and where the temperatures are in the limits specified by the material manufacturer.C. Empty containers shall be removed from site on a daily basis.D. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.1.6 PROJECT CONDITIONSA. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer’s recommended limits.B. Ventilate area to receive insulation to maintain safe working conditions.C. Protect workers as recommended by standards and manufacturer’s recommendations.D. Protect adjacent surfaces, windows, equipment and site areas from damage of overspray.PART 2 PRODUCTS2.1 MANUFACTURERS

PS77 07 21 29.01 Sprayed Insulation – Closed Cell

A. Acceptable Manufacturer: DEMILEC (USA) LLC, which is located at: 2925 Galleria Dr, ; Arlington, TX 76011; Toll Free Tel: 877-DEMILEC; Tel: 817-640-4900; Fax: 817-633-2000; Email: [email protected]; Web: www.demilecusa.com B. Substitutions: Other Closed Cell Insulation alternatives. For Example: CertaSpray Closed Cell Foam and Tiger Foam Closed Cell Polyurethane Foam Insulation. Consult architect for alternative foam approval.2.2 SPRAY FOAM INSULATIONA. Spray Applied Rigid Polyurethane Closed Cell Foam Insulation System:1. Product: HEATLOK SOY 200 Manufactured by DEMILEC (USA) LLC, Arlington, TX2. Product Approval:a. International Code Council Evaluation Services Report #3210b. Approved for non-structural walls in building types I, II, III, IV, and V construction under IBC and dwellings for IRC. c. Approved for exterior walls in building types I, II, III, and IV construction.d. Passed AC 377 Appendix X compliant NFPA 286.3. Installation: a. Application with a prescriptive Thermal Barrier: 1) Up to 9-1/4 inches (235 mm) for wall cavities and 11-1/4 inches (286 mm) in floors or ceilings with 1/2 inch gypsum wall board or equivalent 15 minute thermal barrier in accordance with IBC 2603.4 or IRC R316.4.b. Application without a Thermal or Ignition Barrier (exposed foam) 1) Up to 9-1/4 inches (235 mm) in walls and 11-1/4 inches (286 mm) in floors and ceilings with all foam surfaces covered with 4 dry mils (0.10 mm) [7 wet mils (0.18 mm)] of Blazelok TB 200 primer then covered with 8 dry mils (0.20 mm) [14 wet mils (0.36 mm)] of Blazelok TB 200 intumescent coating.c. One-hour Fire-resistance-rated Wall Assembly: Nonload-bearing: 1) Refer to ESR #3210 Section 4.64. Physical Properties:a. Density (ASTM D 1622): 2.1 lb/ft3 (34 Kg/m3).b. Thermal Resistance (ASTM C 518): 1) R-7.4 (sf.h degree F/BTU) Aged R value at 1 inch 180 days at 76 degrees F (23 degrees C)2) Refer to ESR 3210 for R-value table.c. Water Vapor Permeance at 1.5 inches(ASTM E 96-05): 0.79 perms (is a vapor barrier per IBC Section 202 definitions at 1.2 inches)d. Air Permeance at 75 Pa at 1 inch (ASTM E 2178-03): 0.001 L/sm2e. Air Leakage of Air Barrier Assembly (static loading to 600 Pa and gust loading to 1,200 PA) Complies with ABAA requirements (ASTM E 2357-05): <0.0022L/sm2f. Compressive Strength (ASTM D 1621): 20.6 psi (142 kPa).g. Tensile Strength (ASTM D 1623): 45.4 psi (313 kPa)h. Off Gassing Test (VOC Emissions) (CGSB 51.23-92): Pass (no toxic vapor).i. Surface Burning Characteristics (ASTM E 84) 4 inches: Class I. Flame Spread Index 20, Smoke Developed Index 400.j. Closed Cell Content (ASTM D 2856) : >92 percent.k. Bio-based Solid Content (ASTM D 6866): 3 percent.l. Oxygen Index (ASTM D 2863): 23 percent.m. Water Absorption Percent by Volume (ASTM D 2842): 0.3 percent.5. Equipment used to apply the foam insulation shall have fixed ratio positive displacement pumps and


07 21 29.01 Sprayed Insulation – Closed CellPS78


approved by foam manufacturer.PART 3 EXECUTION3.1 EXAMINATIONA. Do not begin installation until substrates have been properly prepared. That means that the old siding and furring has been properly removed down to the CMU block wall. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.C. Commencement of work outlined in this section shall be deemed as acceptance of existing work and conditions.3.2 PREPARATIONA. Clean surfaces thoroughly prior to installation.B. Determine which parts of the CMU cavity walls that are hollow cells. Drill holes necessary for HEATLOK SOY 200 spraying. Drill a hole at the top of the wall where every open cell exists and at the bottom before the brick wall starts. Installer must use a hammer drill with a 5/8” masonry drill bit to access cavity. Time the amount of timeC. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.D. Apply only when surfaces and environmental conditions are within limits prescribed by the material manufacturer. 3.3 INSTALLATIONA. Install in accordance with manufacturer’s instructions. Apply as recommended by manufacturer to thickness as indicated on drawings.B. Fill the hollow cavity cells with the insulation until entirely filled. This will be apparent when foam comes out of the bottom whole and the top one you are filling. Time the duration it takes for this to happen on the first couple of cells and then determine the average time of completion. Use this duration as a rule of thumb on the remainder of the cavities. Repeat until all sides of the house is filledC. remove the insulation that squeezed out of the hole and patch with mortar. This will ensure that the air gap and furring installed later will not be disturbed.3.4 PROTECTIONA. Protect installed products until completion of project.B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

PS79 SECTION 07 26 13.01 – Above Grade Vapor Barrier


SECTION 07 26 13.01 – Above Grade Vapor Barrier

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK:A. Extend of vapor barrier work is shown on drawings and indicated by provisions of this section. B. Applications of vapor barrier work specified in this section includes the following:1. Weather barrier membrane 2. Seam Tape 3. Fasteners

1.2 RELATED SECTIONS SECTION 07 21 29.01 Sprayed Insulation – Closed Cell1.3 QUALITY ASSURANCEA. Qualifications1. Installer shall have experience with installation of similar weather barrier assemblies under similar conditions.2. Installation shall be in accordance with manufacturer’s installation guidelines and recommendations.3. Source Limitations: Provide weather barrier and accessory materials produced by single manufacturer.1.3 SUBMITTALSA. Product Data: Submit manufacturer current technical literature for each component.B. Samples: Weather Barrier membrane, minimum 8-1/2 inches by 11 inch.C. Quality Assurance Submittals1. Manufacturer Instructions: Provide manufacturer’s written installation instructions.

1.4 DELIVERY, STORAGE AND HANDLINGB. Deliver weather barrier materials and components in manufacturer’s original, unopened, undamaged containers with identification labels intact.C. Store weather barrier materials as recommended by system manufacturer.

PART 2 – PRODUCTS

2.1 MANUFACTURERA. DuPont; 4417 Lancaster Pike, Chestnut Run Plaza 728, Wilmington, DE 19805; 1-800-44-TYVEK (8-9835); http://www.construction.tyvek.comB. If considering an alternative it must be approved by the architect.

2.2 MATERIALSA. Basis of Design: spunbonded polyolefin, non-woven, non-perforated, weather barrier is based upon DuPont™ Tyvek® DrainWrap™ and related assembly components.

B. Performance Characteristics:1. Air Penetration: 0.004 cfm/ft2 at 75 Pa, when tested in accordance with ASTM E2178. Type I per ASTM E1677.


SECTION 07 26 13.01 – Above Grade Vapor BarrierPS80

2. Water Vapor Transmission: 50 perms, when tested in accordance with ASTM E96, Method B.3. Water Penetration Resistance: 210 cm when tested in accordance with AATCC Test Method 127.4. Basis Weight: 2.1 oz/yd2, when tested in accordance with TAPPI Test Method T-410.5. Air Resistance: 300 seconds, when tested in accordance with TAPPI Test Method T-460.6. Tensile Strength: 30/30 lbs/in., when tested in accordance with ASTM D882, Method A.7. Tear Resistance: 7/9 lbs, when tested in accordance with ASTM D1117.8. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E84. Flame Spread: 5, Smoke Developed: 25

2.3 ACCESSORIESA. Seam Tape: [2] [or] [3] inch wide, DuPont™ Tyvek® Tape as distributed by DuPont Building Innovations.B. Fasteners:

1. Masonry tap-con fasteners with Tyvek® Wrap Caps as distributed by DuPont Building Innovations: 2-inch diameter plastic cap fastener.C. Sealants1. Refer to Section [07 92 00 Joint Sealants] [insert section number and title].OR2. Provide sealants that comply with ASTM C920, elastomeric polymer sealant to maintain watertight conditions.3. Products:a. DuPont™ Residential Sealant b. Sealants recommended by the weather barrier manufacturerD. Adhesive:1. Provide adhesive recommended by weather barrier manufacturer.

2. Products:a. Liquid Nails® LN-109b. Denso Butyl Liquidc. 3M High Strength 90d. Adhesives recommend by the weather barrier manufacturer.E. Primer:1. Provide flashing manufacturer recommended primer to assist in adhesion between substrate and flashing.

2. Products:a. 3M High Strength 90b. Denso Butyl Sprayd. Permagrip 105e. ITW TACC Sta’ Put SPHf. Primers recommended by the flashing manufacturerF. Flashing

1. DuPont™ FlexWrap™, as manufactured by DuPont Building Innovations: flexible membrane flashing

PS81 SECTION 07 26 13.01 – Above Grade Vapor Barrier


materials for window openings and penetrations.2. DuPont™ StraightFlash™, as manufactured by DuPont Building Innovations: straight flashing membrane materials for flashing windows and doors and sealing penetrations and masonry ties, etc.3. Aluminum Sheet Sill Plate.4. Aluminum Drip Edge

PART 3 - EXECUTION

3.1 EXAMINATIONA. Verify substrate and surface conditions are in accordance with weather barrier manufacturer recommended tolerances prior to installation of weather barrier and accessories.B. Ensure that SECTION 07 21 29.01 Sprayed Insulation – Closed Cell is already completed3.2 INSTALLATION – WEATHER BARRIER

A. Install weather barrier over exterior face of exterior wall substrate in accordance with manufacturer recommendations.B. Start weather barrier installation at a building corner, leaving 6-12 inches of weather barrier extended beyond corner to overlap.C. Apply wrap with grooved surface pattern in vertical direction.D. Install weather barrier in a horizontal manner starting at the lower portion of the wall surface with grooved surface pattern in vertical position. Maintain weather barrier plumb and level.E. Extend bottom roll edge over sill plate 2” to 3”. Seal weather barrier with sealant or tape. Shingle weather barrier over back edge of weep screed. Seal weather barrier with sealant or tape to weep screed. Ensure weeps are not blocked.F. Subsequent layers shall overlap lower layers a minimum of 6 inches horizontally in a shingling manner.G. Window and Door Openings: Extend weather barrier completely over openings.H. Weather Barrier Attachment:

2. Attach weather barrier to masonry. Secure using weather barrier manufacturer recommended fasteners, space 12 -18 inches vertically on center and 24 inches maximum horizontally. Weather barrier may be temporarily attached to masonry using recommended adhesive, placed in vertical strips spaced 24 inches on center, when coordinated on the project site.

I. Apply DuPont™ StraightFlash™ or weather barrier manufacturer approved alternate to weather barrier flashing prior to the installation cladding anchors. Consult architect for approval before using an alternitive.

3.3 SEAMINGA. Seal seams of weather barrier with seam tape at all vertical and horizontal overlapping seams.B. Seal any tears or cuts as recommended by weather barrier manufacturer.

3.5 FLASHING


SECTION 07 26 13.01 – Above Grade Vapor BarrierPS82

D. On exterior, apply continuous bead of sealant to wall or backside of window mounting flange across jambs and head. Do not apply sealant across sill.E. Install window according to manufacturer’s instructions.F. Apply 4-inch wide strips of DuPont™ StraightFlash™ at jambs overlapping entire mounting flange. Extend jamb flashing 1-inch above top of rough opening and below bottom edge of sill flashing.G. Apply 4-inch wide strip of DuPont™ StraightFlash™ as head flashing overlapping the mounting flange. Head flashing should extend beyond outside edges of both jamb flashings.H. Position weather barrier head flap across head flashing. Adhere using 4-inch wide DuPont™ StraightFlash™ over the 45-degree seams.I. Tape head flap in accordance with manufacturer recommendationsJ. On interior, install backer rod in joint between frame of window and flashed rough framing. Apply sealant around entire window to create air seal. Apply sealant in accordance with sealant manufacturer’s instructions and ASTM C 1193.K. Use Specified Flashing Products if one wants to use similar product consult the architect first for approval.3.6 THRU-WALL FLASHING / WEATHER BARRIER INTERFACE AT SHELF ANGLEA. Seal weather barrier to bottom of shelf angle with sealing membrane. B. Apply thru-wall flashing to top of shelf angle. Overlap thru-wall flashing with weather barrier by 6-inches.C. Seal bottom of weather barrier to thru-wall flashing with tape or sealing membrane.3.7 THRU-WALL FLASHING / WEATHER BARRIER INTERFACE AT WINDOW HEADA. Cut flap in weather barrier at window head.B. Prime exposed sheathing.C. Install lintel as required. Verify end dams extend 4 inches minimum beyond opening.D. Install end dams bedded in sealant.E. Adhere 2 inches minimum thru-wall flashing to wall sheathing. Overlap lintel with thru-wall flashing and extend ¼ inch minimum beyond outside edge of lintel to form drip edge.F. Apply sealant along thru-wall flashing edges.G. Fold weather barrier flap back into place and tape bottom edge to thru-wall flashing.H. Tape diagonal cuts of weather barrier.I. Secure weather barrier flap with fasteners.

3.6 PROTECTIONA. Protect installed weather barrier from damage.

END OF SECTION

PS83 SECTION 07 46 26.01 – HARDBOARD SIDING – ENGINEERED


SECTION 07 46 26.01 – HARDBOARD SIDING – ENGINEERED WOOD PANEL

PART 1 - GENERAL1.1 DISCRIPTION OF WORK:A. Extend of panel installation is shown on drawings and indicated by provisions of this section.B. Application of panel siding in this section include the following: 1. Removal of Existing Siding down to CMU Masonry Unit 2. Application of Rough Cut Lumber – Furring to CMU Masonry Unit 3. Installation of Engineered Wood Panel

1.2 RELATED SECTIONSA. SECTION 07 21 29.01 – Sprayed Insulation – Closed CellB. SECTION 07 26 13.01 – Above Grade Vapor Barrier C. SECTION 06 10 63.01 – Exterior Rough Carpentry - FurringD. SECTION 09 91 13.01 – Exterior Painting1.3 QUALITY ASSURANCE: A. Cutting of Panels: Full Panels must be cut to specified width. The cut edges must be parallel to the other edge. Also ensure that all edges should be painted. B. Panel Spacing: Prepare two 1/2” thick spacers that are 1’ long to help ensure a consistent spacing between panels. C. Panel Storage: Store Panels and other material off the ground, on a flat surface, and under a roof or separate waterproof covering. D. Installation to be led by expert who has 5 plus years of experience installing siding. Installer should be willing to lead and help a volunteer force install the siding.1.4 SUBMITTALSA. Submit manufacturer’s product data and installation instructions for each product.B. An example of a cut panel submitted to the architect to ensure that quality assurance of panels are achieved.C. Maintenance and periodic inspection recommendations.1.5 WARRANTYA. Manufacturer’s Standard Warranty: 50 year transferable limited warranty with 5 year 100 percent repair and replacement warranty.PART 2 - PRODUCTS2.1 MANUFACTURERSA. Acceptable Manufacturer: LP SmartSide, which is located at: 414 Union St. Suite 2000 ; Nashville, TN 37219; Toll Free Tel: 888-820-0325; Email: request info; Web: www.lpcorp.com/smartside.B. Substitutions: Consult Architect for approval of an alternative. For Example Collins Products LLC.2.2 MATERIALSA. Vapor Barriers: 1. Description: DuMont Tyvek DrainWrap 2. See: SECTION 07 26 13.01 – Above Grade Vapor BarrierB. Wood Furring: 1. Description: 2” x 2” wood furring


SECTION 07 46 26.01 – HARDBOARD SIDING – ENGINEERED WOOD PANELPS84

2. Thickness: Average of 1.5” by 1.5” 3. Style: Hem-Fir Furring Strip Board 4. Length: 8’ feet 5. See: SECTION 06 10 63.01 Exterior Rough Carpentry

C. Panel Siding: 76 Series as manufactured by LP SmartSide.1. Description: Embossed surface hardboard complying with ANSI/AHA A135.6, with resin and linseed oil impregnated surface; acrylic exterior primer2. Thickness: Average of 7/16 inch (11 mm) nominal.3. Style: Smooth, no grooves; square edges.4. Width: 4’ (48 inches) , nominal.5. Length: 8’ (96 inches), nominal.PART 3 EXECUTION3.1 INSPECTION AND PREPARATION A. Do not begin until old vinyl siding and old furring is stripped off the existing building. B. Do not begin until Sprayed Insulation – Closed cell (see Section 07 21 29.01), Above Grade Vapor Barrier (see SECTION 07 26 13.01), and Exterior Rough Carpentry – Furring (SECTION 06 10 63.01) is installed.C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.3.2 INSTALLATIONA. Install in accordance with manufacturer’s instructions and drawing details.1. Read warranty and comply with terms necessary to maintain warranty coverage.2. Install in accordance with conditions stated in model code evaluation service report.3. Properly space joints to allow for equilibration.B. Allow products to adjust to ambient conditions before starting installation.C. Do not install over rain soaked or buckled materials.D. Furring: Install Furring in accordance with provided drawings and SECTION 06 10 63.01 – Exterior Rough Carpentry - FurringE. Cut Panels: Cut 4’ x 8’ panels into four 1’ x 8’ sheets. Set aside for painting.F. Paint: Paint SmartSide Panels in accordance with SECTION 09 91 13.01 – Exterior Painting. G. Fastening of Panels: Install SmartSide Panels to furring strips. Install Panels in horizontal rows in accordance to Horizontal Dimension Panel Schedules A , B, C, and D. Horizontal Dimension Panel Schedules A and B are to be used on the street side and back side of the house. Horizontal Dimension Panel Schedules C and D are to be used on the gable ends of the house. Installation should also follow Color Schedule A and B. All joints between panels should have a 1/2” gap OC. Use 1/2” spacer to ensure that joint distance is achieved. 1. Horizontal Dimension Panel Schedule A: Find center point of house and mark on vapor barrier with non permanent marker. This center point of the house and also acts as a reflection line of the pattern. Starting on one side of the center point place a 1’ x 4’ panel, then place a 8’ long panels next to the previous panel until you reach the edge. If the last panel goes over edge cut to fit to the edge. Secure each of these panels to the furring strips behind with 1.5” weatherized screws using a cordless power drill. Repeat from center point of the house to the other edge of the house. 2. Horizontal Dimension Panel Schedule B: Find center point of house and mark on vapor barrier with non permanent marker. This center point of the house and also acts as a reflection line of the pattern. Starting on one side of the center point place a 1’ x 8’ panel, then place a 8’ long panels next to the previous panel until you reach the edge. If the last panel goes over edge cut to fit edge. This last panel should be about

PS85 SECTION 07 46 26.01 – HARDBOARD SIDING – ENGINEERED


1’ x 4’. Secure each of these panels to the furring strips behind with 1.5” weatherized screws using a cordless power drill. Repeat from center point of the house to the other edge of the house. 3. Horizontal Dimension Panel Schedule C: Use either Color Schedule A or B depending on which gable end side you are installing on. place a 1’ x 8’ panel, then place a 8’ long panels next to the previous panel until you reach the edge. If the last panel goes over edge cut to fit to the edge. Secure each of these panels to the furring strips behind with two 1.5” weatherized screws vertically using a cordless power drill. Continue Horizontal Dimensional Panel C Schedule with same Color Schedule on right side of center line (see SECTION 09 91 13). 4. Horizontal Dimension Panel Schedule D: Find center point of house and mark on vapor barrier with non-permanent marker. This center point of the house and also acts as a reflection line of the pattern. Place the midpoint of first 8’ panel on center point of house. Pace a 8’ long panels next to the previous panel on ether side until you reach the edge. If the last panel goes over edge cut to fit to the edge. Secure each of these panels to the furring strips behind with two 1.5” weatherized screws vertically using a cordless power drill. H. Install Sheet Metal Flashing and Sill plate: sheet metal flashing should be installed above and bellow the windows. Sill plate should also be installed at the bottom of where new paneling is being installed. It should also be installed above and over the brick facade. I. Do not use paneling as trim. Trim is not required.3.3 PROTECTIONA. Protect installed products until completion of project.B. Touch-up, repair or replace damaged products after Substantial Completion.

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09 91 13.01 Exterior PaintingPS86

09 91 13.01 Exterior Painting

PART 1 – GENERAL 1.1 DISCRIPTION OF WORK A. Painting to be applied to Engineered Wood Panels in accordance with drawings and in this specification section. This is to give a finished look to the houses new siding. If there is any need for clarification contact architect involved.1.2 RELATED SECTION:A. C. SECTION 07 46 26.01 Hardboard Siding - Engineered wood panel1.3 QUALITY ASSURANCE:A. Installation must be led by an expert who has 5 years experience in painting. He/She must also be able to lead a volunteer force in the installation of the furring.1.4 SUBMITTALSA. Submit one properly painted panel to architect to be approved before continuing with painting.

PART 2 – PRODUCTS2.1 MATERIALSA. PAINT :1. Description: Olympic Latex Exterior Paint2. Size: 10 Gallons3. Colors: 2 different colors determined by architect2.2 ACCESSORIESA. PAINT ROLLERS:1.Description: One Coat knit Paint Rollers2.Size: 9”3.Amount: 5B. PAINT TRAYS: 1. Description: Disposable Plastic Paint Tray 2. Size: 11” by 17” 3. Amount: 5 C. BRUSHES: 1. Description: Flat Utility Brush 2. Size: 1” wide 3. Amount: 5PART 3 EXECUTION3.1 INSPECTION AND PREPARATION A. Do not begin work until work until hardboard panel - engineered wood panels have been cut to size ( work in SECTION 07 46 26.01 until PART 3.2 E has been accomplished) B. Do not begin work until two paint colors have been selected by the residents from curated color selection determined by the architect. Once paint has arrived work may begin.3.2 INSTALLATION A. Painting of panels shall be determined by chosen color for the house as determined by the architect. 1. Color of these panels will be determined by residents from a curated set of colors. Volunteer force Should Color 75 panels in Color B Using Rollers on the front faces (that are pre primed) and

PS87 09 91 13.01 Exterior Painting


Brushes on the side. Set aside to Dry. When Paint is fully dried Hardboard Paneling installation can continue (SECTION 07 46 26.01). 3. If not enough panels are painted of a certain color. More should be painted until there are enough panels to cover the rest of the house. 4. If an additional cut needs to be made to the length of the painted board, the newly exposed edge needs to be painted the proper color with a brush. B. Let paint of panel dry entirely and then stack panels off the ground so it can then be used for installation on the wall3.3 PROTECTION A. To protect freshly painted panels place panels under a weather protected shelter. Let panels dry off the ground using scrap furring that did not get used. B. do not stack painted panels until entirely dry. Until then let panels dry off the ground.

END OF SECTION


09 91 13.01 Exterior PaintingPS88

50/50 Hazelwood: Growing Community (4of4)

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Transcript of 50/50 Hazelwood: Growing Community (4of4)