VA JH - BLDG 2 - ROOF - AEC - 95 Percent.pdf

PDF 19 MB Posted

Attached to
Y1DA--FY24: NRM (PROJ: 673-23-104) DB Install Fall Protection Anchorage and Guardrails for Bldg 1 and 2
Solicitation number
36C24824R0016
Issued by

About this file

Written by GovTribe AI ·

This solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8 seeks design/build services to install fall protection guard rails and anchorage for Building 1 and Building 2 at the James A. Haley VA Medical Center in Tampa, Florida. The contractor shall provide engineered solutions utilizing roof anchor points for anyone needing to work on or from the roof, with a magnitude of construction between $2 million to $5 million. Interested parties must be registered in the System for Award Management and certified as a Service-Disabled Veteran-Owned Small Business. The site visit is scheduled for November 15, 2023 and requests for information are due by November 22. The wage determination FL20230208 applies to this project.

View the file

Other files

File Type Posted
36C24824R0016 0004.pdf PDF
ED roof details.pdf PDF
RFI_ Answers 02.docx DOCX document
36C24824R0016 0003.docx DOCX document
VA JH - BLDG 1 - ROOF.pdf PDF
01 - Penthouse Framing Drawings.pdf PDF
ED roof plans and section.pdf PDF
01 - Dimension Plan Drawings.pdf PDF
01 -2nd floor framing Drawings.pdf PDF
01 - Exterior Elevations Drawings.pdf PDF
Architectural - Bldg 1 penthouse.pdf PDF
36C24824R0016 0002.docx DOCX document
Bldg 2 parapet.pdf PDF
01 - Floor Plan Penthouse Drawings.pdf PDF
Roof Warranty.pdf PDF
01 - Elevations 2 Drawings.pdf PDF
James A. Haley VA Hospital OR Lab Addition (ARCH) detail.pdf PDF
Specialty clinics addition detail.pdf PDF
AHERA Survey.pdf PDF
36C24824R0016 0001.docx DOCX document
36C24824R0016_1.pdf PDF
4 SOW 673-23-104 Install Fall Protection Anchorage.pdf PDF
4 Structual Drawings 1-S20.pdf PDF
9 VA 099100 PAINTING 673-23-104.docx DOCX document
attachment C-Pre-Award Contractor Safety and Environmental Record Form (EMR).pdf PDF
4 Structual Drawings 1-S29 7th floor roof framing plan b.pdf PDF
673-23-104 Site map.pdf PDF
4 Structual Drawings 1-S22.pdf PDF
Attachment B - Experience Information Sheet.pdf PDF
5 - 013526 Safety Requirements - 673-23-104.docx DOCX document
9 VA 055000 Metal Fabrications 673-23-104.docx DOCX document
6 014219 Reference Standards 673-23-104.docx DOCX document
4 Structual Drawings 1-S23.pdf PDF
WD_FL20220208_09292023.pdf PDF
8 VA 01 33 23 - SHOP DRAWINGS 673-23-104.docx DOCX document
9 VA 051200 STRUCTURAL STEEL FRAMING 673-23-104.docx DOCX document
7 VA 01 32 16 17 Project Schedules 673-23-104.docx DOCX document
Attachment A - Itemized Schedule of Values Cost Breakdown (1).pdf PDF
5 VA 01 00 00 General Requirements 673-23-104.docx DOCX document
4 Structual Drawings 1-S21.pdf PDF
VA NOTICE OF LIMITATIONS ON SUBCONTRACTING(2).pdf PDF
4 Structual Drawings 1-S28 7th floor roof framing plan A.pdf PDF
Show all 42

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A

1.9 2 3 4 5 6 7 8 8.1 9

B

C

D

E

F

G

2.5 4.3 new single ply-60 MIL-tpo fully adhered PEEL-N-STICK roofing system by GENFLEX or approved equal over 5"

UNIFORM rigid insulation. R=38 AVG

NEW WALK PAD PER MFG SPECS. PROVIDE TO

ALL EQUIPMENT AND ROOFTOP ROOMS

REQUIRING ACCESS

TYPICAL DOWN CONDUCTOR IN 1"

CONDUIT TO GROUND ROD SHALL

REMAIN. NEW SYSTEM SHALL

CONNECT TO EXISTING DOWN

CONDUCTOR

LIGHTNING PROTECTION SYSTEM SHALL BE

REMOVED AND REPLACED AND INSTALLED IN

SIMILAR LOCATION NEAR PREVIOUS

ATTACHMENT. TYPICAL ALL AREAS OF MAIN

AND ADJACENT ROOF WHERE REMOVAL IS

NECESSARY TO PERFORMT HE WORK.

REPLACE ALL LP NEAR ROOF MECH UNITS

NOTE:

1. AREAS SHOWN ARE HORIZONTAL PROJECTION. CONTRACTOR SHALL ADJUST AREA PER

CORRESPONDING SLOPE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS AND MEASUREMENTS PRIOR TO MATERIAL ORDERING AND INSTALLATION.

2. DIMENSIONS SHOWN FOR VERIFICATION AND REFERENCE ONLY.

3. PROVIDE 5" RIGID INSULATION ALL AREAS SO THAT AVERAGE R-VALUE IS EQUAL TO R-38.

REMOVE AND REPLACE ALL ROOF

DRAINS OR PROVIDE RETROFIT DRAIN

INSERT. FIELD VERIFY LOCATION AND

SIZE PRIOR TO START OF WORK

COORDINATE ROOF SLOPE WITH

TAPERED INSULATION LAYOUT.

REMOVE EXISTING AND INSTALL NEW ANODIZED ALUMINUM CAP AND

WALL FLASHING AND COUNTER FLASHING, UPPER AND LOWER DRIP

EDGES PER MFG DETAILS

02-A-1

02-A-2 02-A-3

02-A-402-A-5

02-A-6

ROOF TO REMAIN NOT IN SCOPE

BLDG 32

BLDG 23

BLDG 1

BLDG 42

BLDG 30

BLDG 36

BUILDING 2 PENTHOUSE BLDG 2

TPO MEMBRANE

SCOPE OF WORK (TPO MEMBRANE ROOF):

1. REMOVE EXISTING ROOFING SYSTEM TO BARE DECK ON ALL AREAS OF THE MAIN ROOF.

ALL FLASHING, INSULATION AND ADHESIVE SHALL BE REMOVED TO EXPOSE BARE

DECK SUBSTRATE.

2. PROVIDE NEW FULLY ADHERED 60 MIL WHITE TPO ROOFING SYSTEM OVER TAPERED

POLYISOCYANURATE INSULATION (SEE INSULATION LAYOUT R-38 AVG VALUE).

ATTACH INSULATION TO CLEAN SUBSTRATE WITH "GENFLEX" ONE STEP INSULATION

ADHESIVE. NOTE: INSULATION MUST BE ATTACHED TO SOUND ORIGINAL SUBSTRATE.

ATTACHMENT TO EXISTING MEMBRANE IS NOT PERMITTED. NEW ROOF MEMBRANE

INSTALLED BY CONTRACTOR SHALL ADHERE TO SUBMITTED AND APPROVED

SPECIFICATIONS.

3. REPLACE ALL CURB FLASHING. REMOVE ALL MECHANICAL EQUIPMENT STANDS PRIOR

TO START OF EACH PHASE OF WORK.

4. FURNISH AND INSTALL 1-PLY BASE FLASHING PER MFG SPECS

5. FURNISH AND INSTALL ALUMINUM ROOF COUNTER FLASHING AND COPING CAPS

6. FURNISH AND INSTALL 24 GAGE 2B STAINLESS STEEL PITCH PANS AND ROOF

PENETRATION FLASHING

7. FURNISH AND INSTALL DRAIN FLASHING AT DRAIN LOCATIONS. EXISTING DRAINS TO BE

REMOVED AND REPLACED WITH RETROFIT DRAINS.

8. EXISTING ROOF DECKING SHALL BE INSPECTED FOR SIGNS OF DETERIORATION OR

DAMAGE BY ON SITE FOREMAN. DAMAGED AREA SHALL BE DOCUMENTED ON PLAN

AND PHOTOGRAPHED PRIOR TO AND AFTER REPAIR. ENGINEER OF RECORD (EOR)

SHALL BE NOTIFIED IN WRITING OF ALL DAMAGED AREAS. ALL Damaged AREAS

SHALL BE EVALUATED FOR REPAIR OR REPLACEMENT.

9.

1. NO WORK SHALL COMMENCE UNTIL ALL SUBMITTALS HAVE BEEN

APPROVED IN WRITING BY THE COR OR VA AUTHORIZED

REPRESENTATIVE .

2.

ADDITIONAL NOTES

ROOF PLAN-MAIN ROOF

SCALE: 3/32" = 1'-0"1

ROOF PLAN - MAIN ROOF

20-Jul-17 A100

NORTH

CONSTRUCTION NOTES2

KEY PLAN

SCALE: 1:3003

NORTH

date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5 1:5

P

M S

H E E T P

L O

T D

A T E

673-14-604

REVISED 072117

AutoCAD SHX Text

DN

AutoCAD SHX Text

MECH. CHASE

AutoCAD SHX Text

FIXED ALUM.

AutoCAD SHX Text

LOUVERS

AutoCAD SHX Text

ALUM. LADDER

AutoCAD SHX Text

LOUVERS

AutoCAD SHX Text

FIXED ALUM.

AutoCAD SHX Text

LOUVERS

AutoCAD SHX Text

UP

AutoCAD SHX Text

ROOF WALKWAY

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

FANS

AutoCAD SHX Text

ROOF OF

AutoCAD SHX Text

SECOND

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

ROOF OF

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

4" RD

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

4" RD

AutoCAD SHX Text

4" RD

AutoCAD SHX Text

4" RD

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROJECT DIRECTOR

1.9 2 3 4 5 6 7 8 8.1 9

B

C

D

E

F

G

2.5 4.3 new single ply-60 MIL-tpo fully adhered PEEL-N-STICK roofing system by GENFLEX or approved equal over 5"

UNIFORM rigid insulation. R=38 AVG

NOTE:

1. AREAS SHOWN ARE HORIZONTAL PROJECTION. CONTRACTOR SHALL ADJUST AREA PER

CORRESPONDING SLOPE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS AND MEASUREMENTS PRIOR TO MATERIAL ORDERING AND INSTALLATION.

2. DIMENSIONS SHOWN FOR VERIFICATION AND REFERENCE ONLY.

3. PROVIDE 5" RIGID INSULATION ALL AREAS SO THAT AVERAGE R-VALUE IS EQUAL TO R-38.

LIGHTNING PROTECTION SYSTEM SHALL BE

REMOVED AND REPLACED AND INSTALLED IN

SIMILAR LOCATION NEAR PREVIOUS

ATTACHMENT. TYPICAL ALL AREAS OF MAIN

AND ADJACENT ROOF WHERE REMOVAL IS

NECESSARY TO PERFORMT HE WORK.

REPLACE ALL LP NEAR ROOF MECH UNITS

TYPICAL DOWN CONDUCTOR IN 1"

CONDUIT TO GROUND ROD SHALL

REMAIN. NEW SYSTEM SHALL

CONNECT TO EXISTING DOWN

CONDUCTOR

COORDINATE ROOF SLOPE WITH

TAPERED INSULATION LAYOUT.

REMOVE AND REPLACE ALL DAMGED

ROOF DRAINS OR PROVIDE RETROFIT

DRAIN INSERT. FIELD VERIFY LOCATION

AND SIZE PRIOR TO START OF WORK

REMOVE EXISTING AND INSTALL NEW

ANODIZED ALUMINUM CAP AND WALL

FLASHING AND COUNTER FLASHING,

UPPER AND LOWER DRIP EDGES PER

MFG DETAILS

02-B-1 02-B-2

BLDG 32

BLDG 23

BLDG 1

BLDG 42

BLDG 30

BLDG 36

BUILDING 2 PENTHOUSE BLDG 2

TPO MEMBRANE

SCOPE OF WORK (TPO MEMBRANE ROOF):

1. REMOVE EXISTING ROOFING SYSTEM TO BARE DECK ON ALL AREAS OF THE MAIN ROOF.

ALL FLASHING, INSULATION AND ADHESIVE SHALL BE REMOVED TO EXPOSE BARE

DECK SUBSTRATE.

2. PROVIDE NEW FULLY ADHERED 60 MIL WHITE TPO ROOFING SYSTEM OVER TAPERED

POLYISOCYANURATE INSULATION (SEE INSULATION LAYOUT R-38 AVG VALUE).

ATTACH INSULATION TO CLEAN SUBSTRATE WITH "GENFLEX" ONE STEP INSULATION

ADHESIVE. NOTE: INSULATION MUST BE ATTACHED TO SOUND ORIGINAL SUBSTRATE.

ATTACHMENT TO EXISTING MEMBRANE IS NOT PERMITTED. NEW ROOF MEMBRANE

INSTALLED BY CONTRACTOR SHALL ADHERE TO SUBMITTED AND APPROVED

SPECIFICATIONS.

3. REPLACE ALL CURB FLASHING. REMOVE ALL MECHANICAL EQUIPMENT STANDS PRIOR

TO START OF EACH PHASE OF WORK.

4. FURNISH AND INSTALL 1-PLY BASE FLASHING PER MFG SPECS

5. FURNISH AND INSTALL ALUMINUM ROOF COUNTER FLASHING AND COPING CAPS

6. FURNISH AND INSTALL 24 GAGE 2B STAINLESS STEEL PITCH PANS AND ROOF

PENETRATION FLASHING

7. FURNISH AND INSTALL DRAIN FLASHING AT DRAIN LOCATIONS. EXISTING DRAINS TO BE

REMOVED AND REPLACED WITH RETROFIT DRAINS.

8. EXISTING ROOF DECKING SHALL BE INSPECTED FOR SIGNS OF DETERIORATION OR

DAMAGE BY ON SITE FOREMAN. DAMAGED AREA SHALL BE DOCUMENTED ON PLAN

AND PHOTOGRAPHED PRIOR TO AND AFTER REPAIR. ENGINEER OF RECORD (EOR)

SHALL BE NOTIFIED IN WRITING OF ALL DAMAGED AREAS. ALL Damaged AREAS

SHALL BE EVALUATED FOR REPAIR OR REPLACEMENT.

9.

1. NO WORK SHALL COMMENCE UNTIL ALL SUBMITTALS HAVE BEEN

APPROVED IN WRITING BY THE COR OR VA AUTHORIZED

REPRESENTATIVE .

2.

ADDITIONAL NOTES

ROOF PLAN-MAIN ROOF

SCALE: 3/32" = 1'-0"1

ROOF PLAN - MAIN ROOF

20-Jul-17 A101

NORTH

CONSTRUCTION NOTES2

KEY PLAN

SCALE: 1:3003

NORTH

date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5 1:5

P

M S

H E E T P

L O

T D

A T E

673-14-604

AutoCAD SHX Text

PRECAST CONC.

AutoCAD SHX Text

COPING

AutoCAD SHX Text

MET. LADDER

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

5" RD

AutoCAD SHX Text

INCINERATOR

AutoCAD SHX Text

STACK

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

COPPER CONDENSATE PIPE

SECURED WITH STAINLESS

STEEL CLAMP AND (2) #10 SS

SCREWS

PT BLOCK @ 72" C/C (AS NEEDED FOR SLOPE)

SECURED TO ROOF MEMBRANE WITH MASTIC

APPROVED BY THE ROOF MEMBRANE MFG.

CONTRACTOR SHALL CHECK FOR COMPATIBILITY

OF MATERIALS

PROVIDE CAP SHEET OVER SUPPORT BLOCKS TIED INTO

MAIN ROOFING MEMBRANE.

12"

ROOF DETAILS

20-Jul-1720-Jul-17 A400

COMMON R-VALUES OF MATERIALS

SCALE: NTS2

CONDENSATE DRAIN SUPPORT

SCALE: 1.5" = 1'-0"1

date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5

:2 P

M S

H E E T P

L O

T D

A T E

673-14-604

ROOF DRAIN RETROFIT

SCALE: NTS4

ROOF DRAIN RETROFIT - PREFERRED OPTION UNLESS REMOVAL

OF THE EXISTING DRAINAGE ASSEMBLY IS DEEMED NECESSARY.

EACH DRAIN SHALL BE INSPECTED FOR SUITABILITY OF RETROFIT

INSTALLATION.

PROVIDE DRAIN SIZE PER

SPECIFIC APPLICATION ON

EACH ROOF

EDGE FASCIA ATTACHMENT

SCALE: NTS3

AutoCAD SHX Text

20 GA. GALV. FORMED

AutoCAD SHX Text

RAIL, 12'-0" LENGTHS

AutoCAD SHX Text

NON-CURING

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

ROOF MEMBRANE

AutoCAD SHX Text PRE-PUNCHED 9/32" x 3/8"

AutoCAD SHX Text

SLOTS, 12" O.C.

AutoCAD SHX Text PRE-PUNCHED 9/32" x 3/8"

AutoCAD SHX Text

SLOTS, 24" O.C.

AutoCAD SHX Text 8"

AutoCAD SHX Text 6 "78"

AutoCAD SHX Text 1 "18"

AutoCAD SHX Text

WOOD NAILER

AutoCAD SHX Text

FASCIA COVER

AutoCAD SHX Text

(12'-0" LENGTHS)

AutoCAD SHX Text

ONE EDGE FASCIA - 8"

AutoCAD SHX Text

6" STAINLESS

AutoCAD SHX Text

STEEL SPRING @ 4'-0" O.C.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GenFlex Water Stop

See Note #3

Vertical substrate must be clean and suitable for flashing.

Alternate flashing substrates may be installed over existing vertical substrates if conditions prevent the substrate from meeting GenFlex flashing requirements.

Examples of alternate substrates are: 1/2" (13 mm) minimum thickness exterior grade plywood and 22 ga (0.76 mm) G-90 galvanized steel. Securement must be achieved with corrosion resistant fasteners and be sufficient to resist 125 lb

(556.03 N) of pullout pressure per square foot.

For compression details that utilize GenFlex Water Stop, the substrate must be bared in the compression area down to either a masonry or metal surface.

1.

2.

3.

As with any surface-mounted termination, the vertical substrate above the seal must be waterproofed and maintained by the property owner in order to ensure performance of the detail.

GenFlex EZ TPO

Bonding Adhesive

GenFlex EZ TPO Membrane

See Notes #1 & #2

GenFlex Bar Anchor with Approved Fasteners

12" o.c. (304.80 mm)

Existing Metal Counter-Flashing

3" Min. (76 mm)

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

10/20 Years

EZ-1.02

10-26-2015

All

Termination Bar with Counter-Flashing

GenFlex Water Stop

See Note #3

Vertical substrate must be clean and suitable for flashing.

Alternate flashing substrates may be installed over existing vertical substrates if conditions prevent the substrate from meeting GenFlex flashing requirements.

Examples of alternate substrates are: 1/2" (13 mm) minimum thickness exterior grade plywood or 22 ga (0.76 mm) G-90 galvanized steel. Securement must be achieved with corrosion resistant fasteners and be sufficient to resist 125 lb (556 N) of pullout pressure per square foot.

For compression details that utilize GenFlex Water Stop, the substrate must be bared in the compression area down to either a masonry or metal surface.

1.

2.

3.

GenFlex EZ TPO

Bonding Adhesive

GenFlex EZ TPO Membrane

See Notes #1 & #2

Existing Metal Counter-Flashing

GenFast Fasteners Spaced 12" o.c. (305 mm) on New Construction

GenFast Fasteners Spaced 8" o.c. (203 mm) on Reroofs & Recovers with Neoprene Washers or Sealed with an Appropriate Caulk

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-1.03

10-26-2015

All

Common Counter-Flashing & Membrane Securement

Membrane securement at 12" (305 mm) out from penetration and 12" o.c. (305 mm) required for Mechanically Attached Roof Systems. This can be accomplished with seam plates and fasteners overlaid with either TPO Cover Tape, a target patch of

TPO field membrane for the boot flange to be welded to, or with 6" (152 mm) TPO

Reinforced Flashing. When installation of the pipe boot would overlap a field seam, install a minimum 24" x 24" (610 mm x 610 mm) target patch centered on the penetration before installing the pipe boot. Membrane securement may also be installed close to the penetration and flashed with the pipe boot as shown here.

GenFlex EZ TPO

Membrane

GenFlex

ISO

Approved

Substrate

GenFlex Pre-Molded Pipe Boot -

Hot Air Weld standard boot flange to deck membrane, or apply the Peel & stick boot flange to the primed membrane, and roll into place with a

2" (51 mm) silicone roller.

Stainless Steel

Clamping Ring

GenFlex Water Stop Under

Pipe Boot Lip

GenFlex Termination Caulk

Pipe

Water Stop

Termination

Caulk

Stainless Steel

Clamp

Pre-Molded

Pipe Boot

Cut View

For MAS Systems, Read Note.

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-7.01

10-27-2015

All

Pre-Fabricated Pipe Boot

GenFlex EZ TPO

Membrane

GenFlex

ISO

Approved

Substrate

GenFlex Water Stop

(Use one tube per drain)

1/2" Min. (13 mm) of

Membrane inside

Compression Ring

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-8.01

10-27-2015

All

Roof Drain

GenFlex Edge Sealant Applied to

Splice Washed Edge of TPO

Reinforced Flashing. Caulk all Edges.

GenFlex Reinforced

TPO Flashing Hot Air

Welded to Pourable

Sealer Pocket Flange

Tight to Angle Change

GenFlex EZ TPO

Coated Metal

Field Fabricated Corner of

Unsupported TPO Flashing

Lap in Pourable Sealer Pocket to be

Pop Riveted to Prevent Movement that Could Affect Overlay Seal

GenFlex

Pourable Sealer

Mounded to

Shed Water

Refer to SMACNA for Pourable Sealer

Pocket Fabrication Directions - Must be sized to provide 1" (25. mm) of clearance between penetrations and between penetrations and sides of pocket. Job site conditions may require that the pocket be assembled onsite due to fixed, continuous penetrations.

1 1/2" Min. (38 mm) Hot

Air Weld

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-9.01

10-27-2015

All

Pourable Sealer Pocket Formed with TPO Coated Metal

GenFlex ISO

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Bonding Adhesive

Approved Substrate

Any GenFlex Approved

Base Tie-In

GenFlex Water Stop

Counter-Flashing

HVAC Unit or

Skylight Assembly

Curb Flange Secured to the Structural Deck or Secured to a

Properly Installed

Wood Nailer

Equal in Height to the

Roof Insulation

Fasten Counter-Flashing with

Neoprene Washered Fasteners

6" o.c. (152 mm)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-3.06

10-26-2015

Fully Adhered, MAS

Existing Curb Flashing

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Bonding Adhesive

GenFlex ISO

Approved Substrate

Any GenFlex

Approved Base

Tie-In

HVAC Unit or

Skylight Assembly

Securement of

Membrane is Optional

Because Unit Will Rest on Membrane

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-3.07

10-26-2015

All Systems

New Curb Flashing

GenFlex ISO

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Bonding Adhesive

Approved Substrate

Any GenFlex

Approved Base Tie-In

GenFlex Pre-Molded

Inside Corner

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-4.01

10-26-2015

All Systems

Pre-Molded Inside Corner

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Bonding Adhesive

1 1/2" Min.

(38 mm) Hot

Air Weld

Approved Deck

GenFlex Seam Plate or

Metal Bar Anchor

Approved GenFast

(typical) Fastener

Spaced

Max. 12" o.c.

(305 mm)

Not to Exceed 6" (152

mm) in Length

GenFlex ISO

4" Max. (102 mm) Thickness without a Wood Nailer

Approved Substrate

NOTE: Deck membrane must extend minimum

1/2" (13 mm) above Bar Anchor or Seam Plate.

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-2.01

10-26-2015

All

Vertical Wall Base Flashing

GenFlex EZ TPO Coated

Metal Scupper Fabricated to

SMACNA Recommendations and Secured to the Substrate

6" o.c. (152 mm)

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Non-reinforced

Flashing

T u r n

F l a s h i g i t o

S c u p p e

S l e e v e

½ m

GenFlex ISO

Wood Nailer Equal in Height to Insulation Thickness

Approved Substrate

Any GenFlex

Approved Base

Flashing

1 1/2" Min. (38 mm) Hot

Air Weld

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-10.01

10-27-2015

All

Scupper Fabricated with TPO Coated Metal

Flash wall in accordance with GenFlex specification and cut wall flashing at scupper opening. Mount scupper with 3" (76 mm) wide metal mounting flange and continuous, rounded corners onto the wall substrate with a bead of GenFlex Water Stop between the metal flange and the wall flashing membrane (be sure the metal joint in the sleeve is at the top of the scupper assembly).

Secure per SMACNA recommendations and as required to hold Water Stop under constant compression. Flash the scupper assembly with a large enough piece of TPO unreinforced flashing to cover the entire assembly and extend 3" (76 mm) beyond the flange in all directions. Cut the TPO unreinforced flashing at the scupper opening, and turn flashing 1 1/2" to 2" (38 mm to

51 mm) into the scupper outlet tube while welding the TPO unreinforced flashing to the interior of the TPO coated metal sleeve.

GenFlex Edge Sealant is required on all membrane cut edges with exposed scrim.

GenFlex ISO

Approved Substrate

Any GenFlex approved

Base Flashing

Unreinforced TPO Flashing or Peel & Stick Flashing from a TPO Flashing Kit*

T u

T

P

O u r e i n f o r c e d

F l a s h i g t o

S c u p p e r

S l e e v e

M

½

GenFlex Water Stop

Behind Metal Flange

See Note #3

Bonding

Adhesive

See Note #1

All parapet walls must be suitable for flashing, i.e. clean, tight, smooth, no cracks, acceptable substrate, etc.

1.

2.

3.

* Peel & Stick Flashing from a TPO Flashing Kit is black in color and will require an application of coating from the TPO Coating Kit in order to match the roof color.

TPO Coated Metal

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-10.04

10-27-2015

All

Overflow Scupper

GenFlex EZ TPO Membrane

Approved Fastener

Each 8" o.c. (203 mm) with Approved Caulk or Neoprene Washer

Wood Nailer

Masonry

Substrate

GenFlex

Water Stop

GenFlex ISO

GenFlex

Termination Bar

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-14.08

10-27-2015

TPO Systems (Not for use on Ballasted Roofs)

Roof Edge Termination

MANUFACTURER

ROOF DETAILS

TPO MEMBRANE

20-Jul-17 A500

ROOF MANUFACTURER DETAILS

SCALE: NTS1

ADDED AS-BUILT

09.21.16 date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5

:3

P M

S H

E E T P

L O

T D

A T E

673-14-604

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GenFlex ISO

GenFlex EZ TPO

Membrane

Wood Nailer

Approved Substrate

Metalwork by others, fabricated and installed to SMACNA standards

(minimum fastening requirements shown below), must be installed in conjunction with a continuous metal cleat, securing fascia tightly to face of building in order to prevent or mitigate potential wind damage.

2"

(51 mm)

1 1/2"

(38 mm)

GenFlex Flashing Material

(Cover Tape Set in Primer or

TPO Flashing Welded to

TPO Coated Metal)

R o o f

E d g e

6" Max.

(152 mm)

1"

(25 mm)

1/2"

(13 mm)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-14.12

10-27-2015

TPO Systems

Gravel Stop/Drip Edge Securement Pattern

When running gas line supports on a Mechanically Attached Roof System, care must be taken to run the supports on the lines of membrane securement in order to prevent movement caused by sheet flutter. The support area may be isolated from the main portion of the roof by installing a row of membrane securement on each side of the supports and then stripping them in with TPO Cover Tape installed to GenFlex specification.

GenFlex EZ TPO

Membrane

Membrane or Walkway

Pad Slip-Sheet Wood Block Support - Secure supported object to blocking to prevent dislodging. If supported load per block exceeds 25 lb (11.34 kg), see

Detail T-3.13.

1/4" Min. (6 mm)

3" Min.

(76.20 mm)

GenFlex ISO

Pipe or Conduit

Approved

Substrate

Clamps & Fasteners

(by Others)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-16.03

10-27-2015

TPO Systems

Pipe Support

GenFlex EZ TPO Walkway Pad Hot Air

Welded in Place. Weld long sides only. Do not cross field seams. Start and stop walkway pad installation 2" (51 mm) from field seams.

GenFlex EZ TPO Membrane

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-16.04

10-27-2015

TPO Systems

Installation of Weldable Walkway Pad

1.

2.

3.

4.

5.

It is the responsibility of the building owner to ensure code compliance.

GenFlex Roofing Systems assumes no responsibility for attachment of lightning rods or damages to the roof system caused by failure or detachment of lightning rods.

Contact the GenFlex Technical Department for detail on mechanically attached systems.

3" Min.

(76 mm)

Sacrificial Sheet

(45 mil (1 mm)

GenFlex Membrane)

GenFlex Bonding

Adhesive

GenFlex EZ TPO

Membrane

GenFlex EZ

TPO Membrane

Precast Concrete

Paver per

Specifications

Lightning Rod

Base

Approved

Insulation

Approved

Substrate

GenFlex Pourable Sealer

Approved Caulk

Anchor Base through Bead of

Water Stop

When installing a vertically mounted lightning rod, first clean mounting area of membrane with TPO Cleaner, and apply a generous bead of GenFlex Water Stop to back of mounting plate in a pattern that crosses all holes in the plate. Position the plate in mounting location, and secure it to the wall, making certain that the fasteners penetrate the bead of Water Stop. Securement must be adequate to hold the bracket firmly to the substrate. Caulk the perimeter of the mounting plate with GenFlex Termination Caulk, and fill in all exposed holes on mounting plate with Termination Caulk. Install the lightning protection grounding cable as in Detail T-19.02.

Application of lightning protection on Mechanically Attached Systems requires the use of roof pavers to provide a stable surface to which the lightning rods can be mounted. Use minimum 24" x 24" x 2" (610 mm x 610 mm x 51 mm) pavers, weighing no less than 40 lb (18.14 kg) each. The pavers must be laid in the necessary pattern on slip-sheets of TPO membrane that extend 3" (76 mm) beyond paver in all directions. These slip-sheets should be secured to the paver with a dollop of Termination Caulk. Care must be taken to run the pavers along the lines of membrane securement because this type of roof system will produce some amount of sheet flutter when subjected to significant wind loads. Install the lightning protection grounding cable between pavers as in Detail T-19.02.

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-19.01

10-27-2015

TPO Systems

Lightning Rod

2" x 5"

(51 mm x 127 mm)

Coupling Set in

GenFlex Pourable

Pitch Pan Sealer

GenFlex 6" (152 mm) Reinforced EPDM Sacrificial Sheet

Fully Adhered to Membrane or GenFlex Bar Anchor Tape

(installed per specifications).

Approved

Substrate

GenFlex

ISO

Lightning

Rod

GenFlex

Pourable

Sealer

GenFlex Bar

Cover Tape Strip

GenFlex

Primer

24" Max.

(610 mm)

1.

2.

3.

Building codes or changes in direction may require more frequent straps.

It is the responsibility of the building owner to ensure code compliance.

GenFlex Roofing Systems assumes no responsibility for attachment of lightning rods or damages to the roof system caused by their failure or detachment.

GenFlex

Bonding

Adhesive

Lightning

Rod

GenFlex

Termination

Caulk

GenFlex

EZ TPO

Membrane

Base

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-19.02

10-27-2015

TPO Systems

Lightning Rod

4'

(1.2 m)

8'

(2.4 m)

4' (1.2 m)

For use on buildings up to 50' (15.2 m) high. If building height exceeds 50' (15.2 m), contact the GenFlex Technical Department for attachment pattern.

8"

(203 mm)

16"

(406 mm)

Repeat pattern below

Reduced fastening patterns are available for GenFlex

Isocyanurate Insulation. Minimum thickness restrictions apply. Refer to Insulation Securement Pattern for attachment options.

16"

(406 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

4'

(1.2 m)

4' (1.2 m)

8"

(203 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

N/A

EZ-S-41.05

10-27-2015

Fully Adhered

Insulation Securement

4'

(1.2 m)

8'

(2.4 m)

4' (1.2 m)

For use on buildings up to 50' (15.2 m) high. If building height exceeds 50' (15.2 m), contact the GenFlex Technical Department for attachment pattern.

8"

(203 mm)

16"

(406 mm)

Repeat pattern below

Reduced fastening patterns are available for GenFlex

Isocyanurate Insulation. Minimum thickness restrictions apply. Refer to Insulation Securement Pattern for attachment options.

16"

(406 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

4'

(1.2 m)

4' (1.2 m)

8"

(203 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

N/A

PS-41.05

6-18-2015

Fully Adhered

Standard Insulation Securement

GenFlex EZ TPO Membrane

GenFlex EZ TPO

Bonding Adhesive

Wood Nailer

GenFlex Bar Cover Tape applied to primed metal and membrane substrate centered on metal flange edge. Roll to ensure 100% contact, and caulk any exposed joints in the metal on the horizontal surface with GenFlex Termination

Caulk.

Metal Drip Edge fabricated and installed to SMACNA recommendations. Fascia portion must be cleated and extend to at least 1/2" ((13 mm) below wood nailer.

Flange securement must be at least 4" o.c. (152 mm) and be in staggered rows separated by no more than the fastener head width.

Metal work by others must be cleaned free of oil and contaminants and primed with

GenFlex Primer prior to application of TPO Cover Tape.

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-1.05

10-26-2015

All

Gravel Stop/Drip Edge Termination - Uncoated Metal

MANUFACTURER

ROOF DETAILS

20-Jul-17 A501

ROOF MANUFACTURER DETAILS

SCALE: NTS1

ADDED AS-BUILT

09.21.16 date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5

:3

P M

S H

E E T P

L O

T D

A T E

673-14-604

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-S-3.01

10-27-2015

TPO Systems

Peel & Stick Wall Flashing

GenFlex Clear Primer

GenFlex Peel & Stick

TPO Membrane

GenFlex Standard or EZ Peel & Stick TPO

Membrane

Any GenFlex Approved

Base Securement Detail

Any GenFlex Vertical

Termination Detail

GenFlex ISO

GenFlex Approved Deck

Approved Substrate

Refer to

Seaming

Options

For use with Peel & Stick TPO (HW)

HOT AIR WELDED SEAMS

1 1/2" Min. (38.10 mm)

Hot Air Weld

For use with Peel & Stick TPO (HW)

3" WHITE SEAM TAPE SEAMS

Peel & Stick TPO (HW)

3" White Seam Tape

GenFlex Clear Primer

TPO Edge Caulk

SEAMING OPTIONS

Refer to detail PS-6.01 for seaming options.

10 Year Warranty

20 Year Warranty

Approved Substrate

GenFlex EZ Peel & Stick TPO Membrane

GenFlex Clear Primer

GenFlex Metal Bar Anchor or Seam Plates secured with Approved

GenFlex Fasteners spaced Max. 12" o.c. (305 mm). Fasteners not to exceed 6" (152 mm) in length. Fasteners may also be anchored vertically, tightly into the angle change.

Approved Deck

GenFlex Insulation 4" Max. (102 mm) Thickness without a Wood Nailer

GenFlex 6" (152 mm) Peel & Stick RPS bonded to the underside of the Peel & Stick

TPO deck membrane and rolled to ensure

100% contact

Leave 1" (25 mm) behind Bar Anchor or Seam Plate

GenFlex Clear Primer

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-S-3.02

10-26-2015

Fully Adhered

Peel & Stick RPS

TM

Position insulation to enable securement into the top flutes on steel decks to ensure positive attachment and to reduce fastener movement. Insulation should be installed with board edges resting on the top flutes.

GenFlex ISO

GenFlex Peel & Stick TPO

Membrane

Approved Substrate

Refer to detail # PS-6.01

For the Appropriate

Seaming Detail

SLOPE

Refer to detail PS-6.01 for seaming options.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

PS-41.02

5-20-2015

Self Adhered

Insulation Placement and Cross Section

Thermal Spacer

GenFlex TPO Membrane

Overlay Material

(Insulation or Cover Board)

Existing Metal Roof Panels

Structural Purlin

1.

2.

3.

Filler Insulation

Prime the backside of the TPO membrane with Clear Primer prior to attaching to the RMA strip.

GenFast Purlin Fasteners must penetrate the structural purlin a minimum of 1.5"

(38 mm) total.

If structural purlins are spaced every 5' (1.5 m), fastener spacing is not to exceed

12" (305 mm) o.c. If structural purlins are spaced every 6' (1.8 m), fastener spacing is not to exceed 6" (152 mm) o.c.

GenFast 2 3/8" (60 mm) Seam Plate or Bar Anchor

GenFast Purlin Fastener - See Note 3

GenFlex Clear Primer -

See Note 1

GenFlex TPO Peel & Stick RMA

1.5" (38 mm) Min.

See Note 2

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

15 Years

EZ-S-42.13

6-18-2015

Metal Building Recover

Peel & Stick TPO RMA Attachment

B

A

Peel & Stick EZ TPO (HW)

Peel & Stick EZ TPO (HW)

GenFlex EZ TPO Edge Caulk

(Required on all seam tape seams)

GenFlex Clear Primer

GenFlex 3" White Seam Tape

Refer to section 3.06 B1 for Peel & Stick TPO (HW) hot air weld seaming instructions.

1 1/2" min. (38.10 mm) Hot Air Weld

Peel & Stick EZ TPO (HW) & 3" White Seam Tape

Peel & Stick EZ TPO (HW) & Hot Air Welded Seams

NOTE: This detail replaces PS-6.01 & PS-6.02.

Position the upper membrane panel as required to achieve a 3" lap over the adjacent panel and mark the position of the upper membrane panel edge plus

1/4" (3 mm) with a crayon on the lower panel, prime the seaming areas of both panels and allow the primer to flash off, then position and apply the 3" White

Seam Tape along the marks as required to achieve 1/8" to 1/4" (3-6 mm) of exposure once the seam is assembled.

Refer to section 3.06 B2 for Peel & Stick TPO (HW) seam tape seaming instructions.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

10/20 Years

EZ-S-6.01

10-26-2015

Self Adhered

Seaming Methods for Peel & Stick EZ TPO

10 Year Warranty

20 Year Warranty

TM

GenFlex EZ Peel & Stick

Membrane Flashing Bonded to a

GenFlex Approved Substrate or

Standard TPO Membrane

Bonded to the Substrate with

TPO Bonding Adhesive in

Accordance with GenFlex

Specification

GenFlex White EZ TPO Edge Caulk - Apply around corner flashing and on all "HW" seams assembled with 3" White Seam Tape and "SA" seams.

GenFlex

Clear Primer

After inspection, coat the Outside Corner Flashing with GenFlex Ace Coating in order to match the installed system color.

TPO Flashing Kit

Material

Refer to detail PS-6.01 for seaming options.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-S-5.02

10-26-2015

Self Adhered

Peel & Stick Inside Corner

TM

Angle Change

Locate and cut deck flange even with corner.

Clear Primer

Turn membrane around corner without distorting the panel.

Clear Primer

Cut the bottom of the flap at a 45 degree angle

Clear Primer

Repeat Step 4 as required to wrap entire curb.

5.

6. Once the Peel & Stick membrane has been wrapped around the primed curb, prime the top of the membrane panel end in preparation for the flap to be wrapped around the corner and mated to the membrane surface. In keeping with good roofing practice, the flap should be oriented on the down-slope side of the penetration.

After the primer applied in Step 6 flashes-off, wrap the membrane flap around the corner and roll into place.

7.

Fold the excess flashing onto the top of the penetration, neatly creasing the corners and fasten.

8.

Apply TPO Edge Caulk to the

Peel & Stick TPO edges and around the corner flashing molded from the TPO Flashing

Kit Material.

10.

1.

2.

3.

4.

Install base securement at the angle change.

Prime vertical substrate with GenFlex Clear

Primer at the rate of 200 ft /gal (4.91 m /L).

Position Peel & Stick membrane (cut to fit the height of the curb by the diameter of the curb plus 6" (152 mm) into the angle change and lined up with a down-slope corner of the curb.

Locate the corner of the curb by feeling through the Peel & Stick membrane, and cut the deck flange portion of the membrane in order to wrap the Peel & Stick membrane around the corner.

After seaming the flashing flange to the deck sheet, prime the corner with

Clear Primer and apply a corner flashing molded from the TPO

Flashing Kit Material. Refer to detail

PS-6.01 for the appropriate seaming method.

9.

Refer to detail PS-6.01 for seaming options.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-S-3.04

10-26-2015

All

Peel & Stick Curb Flashing

2 2

TM

Approved Substrate

White TPO

Edge Caulk

3"

(76 mm)

6"

(152 mm)

GenFlex EZ

TPO Flashing

Clear Primer

TPO Flashing

Kit Material

All vertical substrates require priming with GenFlex Clear Primer.

Porous, or highly absorbant substrates may require a second primer application after the initial application seals the substrate.

Peel & Stick EZ TPO (HW) may be seamed by hot air welding the selvedge edge of the flashing to the deck sheet (min. 1.5" wide welds) or with 3" White Seam Tape and clear primer.

Peel & Stick EZ TPO (SA) must be seamed in accordance with

"SA" seaming instructions - refer to 3.06.B3 in the Peel & Stick EZ

TPO specification.

The strip-in flashing must extend 3" (76.20 mm) beyond the seam edge onto the deck sheet and vertically to a point 3" (76 mm) above the angle change.

"SA" seams and "HW" seam tape seams require a continuous high profile bead of edge caulk the same day the seams are assembled.

Standard TPO membrane & Bonding Adhesive may be used as parapet flashing with no strip-in of vertical joints required when the seams are assembled with hot air welds.

1.

2.

3.

4.

5.

6.

Refer to detail PS-6.01 for seaming options.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

20 Years

EZ-S-3.03

10-26-2015

Self Adhered

Peel & Stick TPO Flashing Vertical Joints

TM

4'

(1.2 m)

8'

(2.4 m)

4' (1.2 m)

For use on buildings up to 50' (15.2 m) high. If building height exceeds 50' (15.2 m), contact the GenFlex Technical Department for attachment pattern.

8"

(203 mm)

16"

(406 mm)

Repeat pattern below

Reduced fastening patterns are available for GenFlex

Isocyanurate Insulation. Minimum thickness restrictions apply. Refer to Insulation Securement Pattern for attachment options.

16"

(406 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

16"

(406 mm)

4'

(1.2 m)

4' (1.2 m)

8"

(203 mm)

8"

(203 mm)

16"

(406 mm)

16"

(406 mm)

1.

ISSUE / REVISION

DATE:

NOT TO SCALE

ACCEPTABLE SYSTEMS:

DETAIL NO.

MAXIMUM WARRANTY:

EZ TPO Systems

N/A

PS-41.05

6-18-2015

Fully Adhered

Standard Insulation Securement

MANUFACTURER

ROOF DETAILS

PEEL-N-STICK DETAILS

20-Jul-17 A502

ROOF MANUFACTURER DETAILS

SCALE: NTS1

ADDED AS-BUILT

09.21.16 date sealed: 20-Jul-17

JAMES A. HALEY

VA HOSPITAL

13000 BRUCE B DOWNS BLVD

TAMPA, FL 33612

65% submittal

95% submittal abrams group construction, llc 3645 Highway 90 Pace, FL. 32571

Phone: (850) 994-7980 Fax: (850) 994-7981

REPLACE ROOF SYSTEMS

CAMPUS WIDE

N/A

05.17.17

100% submittal - REVIEW

(T) 813. 232 . 8448 (F) 800. 698 . 1945

200 2nd Ave South - #465 - St Petersburg, FL 33701 info@connellyengineering.com www. connellyengineering .com

C O N S U L T I N G E N G I N E E R S connelly groupC G 07.21.17

00.00.00 christopher r. connelly, pe pe-fl63886 / ca-fl 26841

S U

B M

IT

T A L C

O M

P L E T

IO

N : 9

N O

T F O

R C

O N

S T R

U C

T

IO

N

100% submittal - CONSTRUCTION SET 00.00.00

100% submittal - AS-BUILTS 00.00.00

35% submittal

CRC JJC

DESIGN PROFESSIONALPROJECT TEAM

FBC2014

5TH EDITION

S H

E E T S

A V E D

A T E

:4

P

M

:5

:4

P M

S H

E E T P

L O

T D

A T E

673-14-604

SPECIAL DETAILS FOR PEEL-N-STICK TPO

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Print Date

AutoCAD SHX Text File Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Wood Framing Notes Continued

Minimum Shall be Provided at The End of All Walls And at Each Side of All Openings, Solid Blocking

Studs at Mid-Height of All Stud Walls Over 8 ft in Height.

Plywood Edge Clips Centered Between Joist/Trusses at Unblocked Roof Sheathing Edges. All Floor

Unless Noted Otherwise on The Plans, APA Rated Roof And Floor Sheathing Shall be Placed With

Strength Axis Perpendicular to Supports And Nailed With 8d Nails at 6"o.c. to Framed Panel Edges

Blocking. Allow 1/8" Spacing at All Panel Edges And Ends of All Roof And Floor Sheathing. Toenail

And Over Stud Walls as Shown on Plans And at 12"o.c. to Intermediate Supports. Provide Approved

Simpson Metal Joist Hangers in Accordance with Schedule. Nail All Multi-Joist Beams Together With

Toenail Joist to Supports With Two 16d Nails. Attach Timber Joist to Flush Headers or Beams With

Sheathing Edges Shall Have Approved Tongue-And-Groove Joints or Shall be Supported With Solid

Blocking to Supports With 2-16d at Each End or at 12"o.c. Unless Otherwise Noted.

Otherwise. Provide Bridging a 8 ft o.c. And Solid Blocking at All Bearing Points.

Members of Built-Up Posts Shall be Nailed to Each Other With 16d at 12"o.c. Staggered.

Floor And Roof Framing: Provide Double Joist Under And Around All Openings in Floors or Roofs Unless Noted

With 8d at 4"o.c., And to All Intermediate Studs And Blocking With 8d at 8"o.c. Allow 1/8" Spacing at All

Sheathing on Exterior Surfaces Nailed at All Panel Edges (Block Unsupported Edges), Top And Bottom Plates

With Nails at 7"o.c. Use 5d Cooler Nails For 1/2" GWB And 6D Cooler Nails For 5/8" GWB. Provide 1/2" Plywood

Refer to The Plans And Shear Wall Schedule For Required Sheathing And Nailing. When Not Otherwise Noted, 12"o.c. Staggered or Bolted to Concrete With 1/4"X 3-1/4" Tap Cons at 16"o.c. Unless Otherwise Noted.

Provide Gypsum Wallboard on Interior Surfaces Nailed to Al Studs, Top And Bottom Plates, And Blocking

All Stud Walls Shall Have Their Lower Wood Plates Attached to Wood Framing Below With 16d Nails at

For Wood Columns Shall be Provided Through Floors to Supports Below. Provide Solid Blocking Between

Wall Framing: All Studs Walls Shown And Not Otherwise Noted Shall be 2X4 Studs at 16"o.c. Two Studs be Compatible in Size With Members Provided.

With The Length of The Member;

be Compatible in Size With Members Provided.

Fb= 3,100 psi, E=2,100,000 psi, Fv=290 psi (For 2.1E Members)

Fb= 2,900 psi, E=2,000,000 psi, Fv=290 psi (For 2.0E Members)

And Nuts of All Bolts And Lag Screws Bearing on Wood.

To Flush Beams With Joist Hangers, Unless Otherwise Noted.

WOOD

E= 1,600,000 psi

Fb= 1,200psi

Fc= 975 psi

Fv= 150psi

11% Maximum Moisture Content

Al…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .