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Dynamic Design Group, inc.

Engineers Architects Project Managers

Dynamic Design Group, inc.

P.O. Box 1064

900 1st Ave. So., Ste. A Escanaba, MI ph.: 906.786.3300 fax: 906.233.7391 email: gen@ddgi-ddm.com www.ddgi-ddm.com

PROJECT TITLE:

OWNER:

DESIGNER:

G0.1

Big Bay de Noc School

Cooks, Michigan

2018-Sinking Fund Project - Re-Roofing

Cooks, Michigan 49817

8928 00.25 Road

Big Bay de Noc School District

FOR REVIEW FOR CONSTRUCTION

SET DATE: 04-09-2018

17-4287

DELTA COUNTY

PROJECT LOCATION

LOCATION MAP/S

BUILDING AND CODE DATA

SHT. NO. TITLE SHEET SHEET ISSUE DATE

G0.1 TITLE SHEET 04-09-2018

G0.2 ABBREVIATIONS AND GENERAL NOTES 04-09-2018

A1.1 OVERALL ROOF PLAN AND ROOF AREA KEY 04-09-2018

A1.2 DETAILS 04-09-2018

A1.3 DETAILS 04-09-2018

SHEET INDEX

THREE FULL WORKING DAYS

BEFORE YOU DIG, CALL THE

"MISS DIG" SYSTEM AT

1-(800)-482-7171 OR 811

CODES REFERENCED:

· 2015 MICHIGAN BUILDING CODE

· 2015 MICHIGAN MECHANICAL CODE

· 2015 MICHIGAN PLUMBING CODE

· 2014 NATIONAL ELECTRIC CODE (NEC)

· 2009 ICC/ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

· 2015 MICHIGAN RESIDENTIAL CODE

· 2015 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

· 2009 MICHIGAN UNIFORM ENERGY CODE

BIG BAY DE NOC SCHOOL

US - 2

US - 2

ABBREVIATIONS

1. GENERAL

1.1. THE WORD "CONTRACTOR" MEANS, THE PRIME

CONTRACTOR OR THE CONTRACTOR SCHEDULED TO

PERFORM THE WORK.

1.2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

FAMILIARIZE HIMSELF WITH THE ENTIRE SET OF

CONSTRUCTION DOCUMENTS AND MAKE HIMSELF AWARE

OF OTHER DISCIPLINES WORK THAT MAY AFFECT HIS.

1.3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE

BUILDING SITE AND MAKE HIMSELF AWARE OF CONDITIONS

THAT MAY AFFECT HIS WORK.

1.4. CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE

PROVISIONS IN HIS BID FOR COORDINATING WORK

BETWEEN OTHER TRADES.

1.5. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

COMPLETELY REVIEW EVERY DRAWING AND SPECIFICATION

TO HAVE A COMPLETE UNDERSTANDING OF THE ENTIRE

PROJECT AND THE WORK THAT MAY BE AFFECTED BY HIS

WORK AND THE WORK OF OTHER DISCIPLINES THAT MAY

AFFECT HIS WORK.

1.6. DO NOT SCALE DRAWINGS. USE DIMENSIONS AND

ELEVATIONS PROVIDED. IF DIMENSIONS AND ELEVATIONS

ARE IN QUESTION, CONTRACTOR SHALL CONTACT THE

OFFICE OF THE ENGINEER BEFORE CONTINUING WITH

WORK.

1.7. EACH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AND ELEVATIONS AT THE SITE. NEITHER THE

OWNER NOR DYNAMIC DESIGN GROUP, INC. ASSUMES

RESPONSIBILITY FOR CONDITIONS OR DIMENSIONS THAT

ARE EXISTING OR SHOWN AS EXISTING. IF EXISTING ITEMS

ARE DIMENSIONED - DIMENSIONS ARE FOR BIDDING

PURPOSES ONLY AND SHALL BE VERIFIED BY CONTRACTOR.

1.8. WHEN CONTRADICTIONS OCCUR BETWEEN THE PLANS AND

THE SPECIFICATIONS AND/OR ERRORS ARE FOUND IN

EITHER, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE OFFICE OF THE ENGINEER BEFORE CONTINUING

WITH CONSTRUCTION.

1.9. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE

PLANS, THE CURRENT MICHIGAN BUILDING CODES, ALL

LOCAL ORDINANCES AND NORMAL INDUSTRY STANDARDS.

1.10. CONTRACTOR IS TO OBTAIN AND PAY FOR PERMITS,

LICENSES, FEES, INSPECTIONS, ETC. AS MAY BE REQUIRED

FOR HIS CONTRACTED WORK, FOR COMPLETION OF HIS

OWN PORTION OF THE PROJECT.

1.11. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION RUBBISH

AND DEMOLISHED MATERIALS GENERATED UNDER HIS

CONTRACTED PORTION OF THE WORK, FROM THE SITE ON

A WEEKLY BASIS AND AT THE END OF THE JOB AND SHALL

DISPOSE OF APPROPRIATELY. THE ENTIRE PROJECT SHALL

BE LEFT BROOM CLEAN.

1.12. CONTRACTOR SHALL FOLLOW "OCCUPATIONAL SAFETY AND

HEALTH ACT" REQUIREMENTS ISSUED BY THE STATE AND

LOCAL LAWS, RULES AND REGULATIONS AS THEY APPLY.

1.13. ALL MATERIALS AND EQUIPMENT INCORPORATED INTO THE

WORK SHALL BE NEW, UNLESS OTHERWISE APPROVED BY

THE OWNER AND ENGINEER.

1.14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION

AND MAINTENANCE OF ALL BARRICADES, GUARDRAILS,

LIGHTS AND SIGNS NECESSARY FOR PUBLIC SAFETY.

1.15. CONTRACTOR SHALL PROVIDE PROTECTION AGAINST RAIN,

WIND, STORMS, COLD OR HEAT SO AS TO MAINTAIN ALL

WORK, MATERIALS, APPARATUS, EQUIPMENT AND

FIXTURES UNDER HIS CONTRACT, INCORPORATED IN THE

WORK OR STORED ON SITE FREE FROM INJURY OR

DAMAGE. COVER ALL NEW WORK LIKELY TO BE DAMAGED

ON A DAILY BASIS.

1.16. CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL WORK

AND DISCIPLINES AT THE END OF THE PROJECT BEFORE

FINAL PAYMENT IS AUTHORIZED.

1.17. CONTRACTOR SHALL PROVIDE AT LEAST ONE PORTABLE

TOILET TO BE USED/SHARED BY ALL WORKERS ON THE

JOBSITE.

2. WOOD FRAMING

2.1. ALL METALS AND/OR FASTENERS IN CONTACT WITH

PRESSURE TREATED WOOD SHALL BE TREATED AS

REQUIRED FOR THE TYPE OF WOOD TREATMENT USED

(GALVANIZED AND/OR STAINLESS STEEL) TO PREVENT

ACCELERATED CORROSION.

NOTES & GENERAL NOTES

# POUND OR NUMBER

& AND

@ AT

% PERCENT

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

N.F.A. NET FREE AREA

ALUM. ALUMINUM

APPROX. APPROXIMATE

A/C AIR CONDITIONING

BIT. BITUMINOUS

BO BY OWNER

BOT. BOTTOM

BSMT. BASEMENT

BY OWNER SUPPLIED BY OWNER, INSTALLED

BY CONTRACTOR

B/W BETWEEN

CAB. CABINET

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTERLINE OR CLOSET

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

C.T.V. CONTRACTOR TO VERIFY

DA DOOR ACTUATOR

DBL. DOUBLE

DEMO. DEMOLISH OR DEMOLITION

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DIMS. DIMENSIONS

DN. DOWN

DR. DOOR

DT DRAIN TILE

DWG. DRAWING

EA. EACH

EJ EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EQ. EQUAL

EW EACH WAY

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FB FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FIN. FINISH

FLR. FLOOR

FND. FOUNDATION

FO FACE OF

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN. GENERAL

GND. GROUND

GYPBD. GYPSUM WALL BOARD

HB HOSE BIB

HDR. HEADER

HPDL HIGH PRESSURE DECORATIVE

LAMINATE

HM HOLLOW METAL

HR. HOUR

INSUL. INSULATED OR INSULATION

INT. INTERIOR

INV. INVERT

JAN. JANITOR

KIP KILOPOUND (1000 POUNDS)

LAV. LAVATORY

LL LIVE LOAD

LNDG. LANDING

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTD. MOUNTED

MTL. METAL

NFA NET FREE AREA

N.I.C. NOT IN CONTRACT = (SUPPLIED

BY OWNER INSTALLED BY

OWNER)

NOM. NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH. OVERHEAD

P.LAM. PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLUMB. PLUMBING

PLYWD. PLYWOOD

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT or P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

RAD. RADIUS

RD ROOF DRAIN

REBAR. REINFORCING BAR

REFRIG. REFRIGERATOR

REINF. REINFORCEMENT OR REINFORCE

REQD. REQUIRED

RM. ROOM

ROW RIGHT OF WAY

SAN. SANITARY

SCHED. SCHEDULE

SF SQUARE FOOT

SHTHG. SHEATHING

SHWR. SHOWER

SIM. SIMILAR

SPEC. SPECIFIED OR SPECIFICATION

SSTL. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

TD TRENCH DRAIN

T/D TELEPHONE/DATA

T&G TONGUE AND GROOVE

TELE. TELEPHONE

THK. THICK, THICKNESS

THRU THROUGH

TLT. TOILET

T.O. TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TP TOILET PAPER DISPENSER

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

WC. WATERCLOSET

WD. WOOD

WH. WATER HEATER

WPT. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

X

X

X

X

X

X

100'-0"

FIN. FLOOR

A

A

WINDOW TAG -

REFER TO WINDOW SCHEDULE OR

ENLARGE WINDOW ELEVATION

DOOR TAG -

REFER TO DOOR SCHEDULE

DETAIL BUBBLE -

COL GRID

SECTION CALLOUT -

INTERIOR ELEVATION

NEW ELEVATION

DETAIL BLOWUP -

ROOM TAG

ROOM NAME

ROOM NAME

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL BLOWUP

ELEVATION NUMBER

SHEET NUMBER TO REFERENCE

FOR INTERIOR ELEVATION

DOOR NUMBER

WINDOW TYPE NUMBER

DETAIL NUMBER

SHEET NUMBER TO

REFERENCE FOR DETAIL

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Drawn By

Checked By

Job No.

P r o j e c t

T i t l e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d dD y n a m ic D e s ig n G ro u p in c

E ng in ee rs rc hi te ct s

P ro je ct

M an ag er s

COPYRIGHT 2017 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from

Dynamic Design Group, inc.

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04-09-2018

17-4326

G0.2

JMC

DSB

AutoCAD SHX Text c

MECH.

EQUIP.

PRV

RV

RV

RD

RD RD

RD

PRV

RA

FAI

MECH.

EQUIP.

FUME HOOD EX

RD

RD

RD

RD

RD

RD

RV

RV

RD RD

RD

RD

RD

RDRD

PRV

RA

RA

M E

C H

E Q

U I P

MECH.

EQUIP.

MECH.

EQUIP.

MECH.

EQUIP.

PRV

RV

RV

EF

EF

VS

EF

RV

EF

VS

RV

RV

EF

RV

VS

VS

RV

RV

VS

RV RV

RV

RV

RV

RV

EF

RV

RV

EF

PRV

EF

RV

EF

AP

EX

VS

RV

EF

VS

RV

RV

AP

MECH.

EQUIP.

EF

ELEC.

ELEC.

ELEC.

EF

MECH.

EQUIP.

EF

EF

RD

VS

AP

VS

RV

RD

RD

RV

RD

RVRV

RD

RD

RV

RV

VS

EF

EF

VS

RV

VS

RV

VS

EF

VS

HS

VS

VS

EF

RV

RV

RV

RV

RV

RV

RV

RV

VS

EV

VS

FUME HOOD EX

GYM (HIGH ROOF)

BALLASTED ROOF

EXPOSED TECTUM

DECKING AND METAL BAR

JOIST STRUCTURE

SINGLE PLY MEMBRANE

METAL DECK AND BAR JOIST

STRUCTURE

AP

AP

AP

MULTI-PURPOSE

(HIGH ROOF)

BALLASTED ROOF

EXPOSED TECTUM

DECKING AND METAL BAR

JOIST STRUCTURE

TECTUM DECKING

WITH PARTIAL

EXPOSED CEILINGS

TECTUM DECKING

WITH PARTIAL

EXPOSED CEILINGS

EXTG. STANDING

SEAM METAL ROOF

NO WORK THIS

AREA

LIBRARY

SHINGLED ROOF

PRESS PLATE TRUSS

AND SHEATHING

STRUCTURE

RIDGE VENT

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

DUCT

WORK

SUPPORT

A1.2

MECH.

EQUIP.

STRUCT.

FLASHING

A1.2

MECH.

EQUIP.

STRUCT.

FLASHING

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

A1.2

E J

E J

E J

E J

E J

E J

E J

E J

A1.2

A1.2

RIDGE VENT

RIDGE VENT

A

B

C

D

A1.3

F

F

E

E

A1.2

A1.3

A1.3

A1.3

6'-0" ICE AND WATER SHIELD

AT ROOF SLOPE CHANGE

G

A1.3

A1.3

A1.3

ROOF DRAIN

DESCRIPTIONSYMBOL DETAIL / REMARKS

MECHANICAL EQUIPMENT

RD

MECH. EQUIP.

FA

AP

ROOF OR RELIEF VENT

ABANDONED PENETRATION

EV MECHANICAL EQUIP. EXHAUST VENT

VS VENT STACK

EJ EXPANSION JOINT

EF OR PRV EXHAUST FAN

KEY

1/A1.3

7/A1.2 OR 10/A1.2 @

TWO LOCATIONS

10/A1.2

2/A1.3

6/A1.2 OR 7/A1.3

ELEC.

ELECTRICAL CONDUIT

6/A1.3 OR 4/A1.3

KEY NOTES

X

A PATCH HOLE IN EXISTING METAL WALL PANEL (APPROX. SIZE 4"

DIAMETER. CLEAN WALL AND APPLY ROUND METAL CAP SET IN

ADHESIVE AND MECHANICALLY FASTED.

B PROVIDE NEW PREFINISHED ALUMINUM DOWNSPOUTS. ALL

SECTIONS SHALL BE MECHANICALLY ATTACHED W/

NON-CORROSIVE FASTENERS, ANCHOR TO WALL IN 3

LOCATIONS. HORIZONTAL LEADER SHALL BE 2' LONG AND

ANCHORED TO CONCRETE SPLASH BLOCKS OF A MIN. SIZE

12"W x 24"L x 2"H. SET ON MEMBRANE PROTECTIVE SHEET.

C PROVIDE STEP FLASHING AND COUNTER FLASHING WITH

RINGLET ATTACHMENT TO MASONRY. PROVIDE WATER TIGHT

SEAL.

D NEW MEMBRANE. REUSE EXISTING COPING. RUN MEMBRANE

BENEATH SLOPED ROOF SHINGLES.

E TEMPORARILY SUPPORT DUCT WORK FOR INSTALLATION OF

SPECIFIED ROOFING WORK. INSPECT CONNECTIONS AFTER

PERMANENT SUPPORTS ARE INSTALLED. CLEAN AND RESEAL

ANY COMPROMISED JOINTS.

F REMOVE DUCTWORK TO PERFORM SPECIFIED ROOFING WORK.

PROVIDE TEMPORARY CAPS AT MECHANICAL UNIT AND

BUILDING. CLEAN SEALANT AT LOCATIONS OF DISASSEMBLY

AND PROVIDE NEW SEALANT AND REASSEMBLE.

REMOVE EXISTING METAL FLASHING AND REPLACE. PROVIDE

WATER TIGHT SEAL.

G

ROOF AREA

1 (GENERAL DESCRIPTION)

EXISTING IS BELIEVED TO BE THE FOLLOWING, C.T.V.

STRUCTURE: METAL DECKING

ROOFING: (2) LAYERS OF INSULATION

BUR ROOF

(1) LAYER OF INSULATION

(1) PVC MEMBRANE

(1) SLIP SHEET

(1) PVC MEMBRANE

ROOF AREA KEY AND GENERAL DESCRIPTION OF WORK. SEE SPECIFICATION AND RELATED DRAWINGS FOR A COMPLETE SCOPE OF WORK.

EXISTING

BASE BID (PARTIAL TEAR OFF)

REMOVE:

(1) PVC MEMBRANE

(1) SLIP SHEET

(1) PVC MEMBRANE

(1) LAYER OF INSULATION

FLASHING AND NOTED EDGING

EXTG. BUR AND INSULATION BELOW

TO REMAIN.

NEW:

(1) LAYER 1 1/2" INSULATION MECHANICALLY

ATTACH

SA 60 MIL. TPO MEMBRANE.

FLASHING AND NOTED EDGING

REMOVE:

ROOFING (BUR ROOFING AND

INSULATIONS) TO EXISTING METAL DECK.

FLASHING AND NOTED EDGING

NEW:

(2) LAYERS OF 1.75" INSULATION (R-20)

MECHANICALLY ATTACHED

REQUIRED BLOCKING

ALTERNATE #1 (REMAINING MATERIAL TEAR

OFF)

(GENERAL DESCRIPTION)

EXISTING IS BELIEVED TO BE THE FOLLOWING, C.T.V.

STRUCTURE: TECTUM

ROOFING: (2) LAYERS OF INSULATION

BUR ROOF

(1) LAYER OF INSULATION

(1) PVC MEMBRANE

(1) SLIP SHEET

(1) PVC MEMBRANE

REMOVE:

(1) PVC MEMBRANE

(1) SLIP SHEET

(1) PVC MEMBRANE

(1) LAYER OF INSULATION

FLASHING AND NOTED EDGING

EXTG. BUR AND INSULATION BELOW

TO REMAIN.

NEW:

(1) LAYER 1 1/2" INSULATION ADHERED

ATTACH

SA 60 MIL. TPO MEMBRANE.

FLASHING AND NOTED EDGING

REMOVE:

ROOFING (BUR ROOFING AND

INSULATIONS) TO EXISTING METAL DECK.

FLASHING AND NOTED EDGING

NEW:

(2) LAYERS OF 1.75" INSULATION (R-20)

ADHERED ATTACHED

REQUIRED BLOCKING

(GENERAL DESCRIPTION)

EXISTING IS BELIEVED TO BE THE FOLLOWING, C.T.V.

STRUCTURE: TECTUM

ROOFING: (2) LAYERS OF INSULATION

BUR ROOF

(1) LAYER OF INSULATION

PVC MEMBRANE/S

STONE BALLAST

REMOVE:

PVC MEMBRANE/S & STONE BALLAST

FLASHING AND NOTED EDGING

EXTG. BUR AND INSULATION BELOW

TO REMAIN.

NEW:

(1) LAYER 1 1/2" INSULATION

60 MIL. EPDM MEMBRANE

NEW BALLAST

FLASHING AND NOTED EDGING

REMOVE:

ROOFING (BUR ROOFING AND

INSULATIONS) TO EXISTING

TECTUM DECK.

FLASHING AND NOTED EDGING

NEW:

(2) LAYERS OF 1.75" INSULATION (R-20)

REQUIRED BLOCKING

3 TAB SHINGLED ROOF WITH UNDERLAYMENT

AND ICE AND WATER SHIELD

ALTERNATE #2 (SHINGLED ROOF)

COMPLETE TEAR OFF AND RESHINGLE WITH

UNDERLAYMENT AND ICE & WATER SHIELD

4A EXISTING MEMBRANE ROOF PROVIDE 1/2" COVER BOARD AND TPO SA

MEMBRANE

MULTI-PURPOSE

2,660 SF C.T.V

GYM

8,855 SF C.T.V.

8,560 SF C.T.V

40,825 SF C.T.V

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Drawn By

Checked By

Job No.

P r o j e c t

T i t l e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d dD y n a m ic D e s ig n G ro u p in c

E ng in hi te ct s

P ro je ct

M an ag er s

COPYRIGHT 2017 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from

Dynamic Design Group, inc.

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04-09-2018

17-4326

N.T.S.

ROOF AREA KEY

PLAN

NORTH

SCALE: 1/16"=1'-0"

ROOF PLAN

PLAN

NORTH

A1.1

JMC

DSB

4A

CONTRACTOR SHALL VERIFY THE SIZE SHAPE AND QUANTITY OF ALL

ROOFING COMPONENTS THAT WILL REQUIRE FLASHING.

3" MIN. TYP. ALL

EDGES

P.T. 4X4 X 12" LONGER

THAN WIDTH OF SUPPORT

LEGS. CENTER 4X4

INSTALLATION

EXTG. 3" INSUL.

1 1/2" INSUL.

ROOF MEMBRANE

12 GA.x1 1/4x 1 1/4"x6"

PERFORATED STEEL ANGLE

W/ (2) GALV. 3/16" LAG BOLTS

MEMBRANE

PROTECTIVE SHEET

EXTG. INSUL.

SEAM PLATE @ 12" O.C.

EXTG. METAL PANEL

EXTG. METAL PANEL

BASE FLASHING

METAL COUNTER FLASHING

GASKETED FASTENER

CONTINUOUS BEAD

OF SEALANT

TERMINATION BAR

FASTENED @ 12"O.C.

SET IN SEALANT

MEMBRANE FLASHING

SET IN BONDING ADHESIVE

EXTG. CMU WALL

CONT. PT. 2X6 INSTALL

AT CONSISTENT

ELEVATION

CONT. PT. 2X4

WELD SPLICE

MASONRY ANCHORS @ 16" O.C.

(MAX 8" FROM BOARD END)

MASONRY ANCHORS @ 16" O.C.

(MAX 8" FROM BOARD END)

1 1/2" INSUL.

EXTG. INSULATION

WATER DAM

6 1/2" +/- PRE-FINISHED

24GA. FASCIA COVER

SHALL EXTEND 1" OVER

EXISTING METAL

EXTG. EDGE METAL

P.T. 2X4

WELD SPLICE

MEMBRANE FLASHING

MEMBRANE

1 1/2" INSUL.

1 1/2" INSUL.

EXTG. INSUL.

EXTG. METAL COPING REMOVE

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 1 1/2" BOARD INSUL.

EXTG. 1 1/2" BOARD INSUL.

EXTG. BUR ROOF

EXTG. BOARD INSUL. REMOVE

EXTG. MEMBRANE REMOVE

EXTG. MEMBRANE REMOVE

EXTG. METAL COPING REMOVE

EXTG. METAL COPING REMOVE

EXTG. METAL COPING

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. BOARD INSUL.

EXTG. BUR ROOF

EXTG. BOARD

INSUL. REMOVE

EXTG. MEMBRANES

REMOVE

EXTG. METAL

COPING REMOVE

EXTG. METAL

COPING

REINFORCED MEMBRANE ATTACHMENT STRIP

W/ SEAM PLATES AND FASTENERS (PRIME

MEMBRANE PER MFGRS. RECOMMENDATION)

WATER DAM

7 1/2" PRE-FINISHED

22GA. FASCIA COVER

P.T. 2X4

MEMBRANE

1 1/2" INSUL.

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

BONDING ADHESIVE

BONDING ADHESIVE

6" MIN.

SEALANT

3" MIN. WELD SPLICE

WELD SPLICE

MEMBRANE FLASHING

SET IN BONDING ADHESIVE

S.S. CLAMPING RING

CONTINUOUS BEAD OF

SEALANT

PRE-MOLDED PIPE

FLASHING. SIZED FOR

PIPE.

MECHANICAL EQUIP.

METAL COUNTER FLASHING

GALVANIZED ROOF NAILS

@ 12" O.C. (4" FROM CORNERS)

GASKETED FASTENER

12" O.C. (4" FROM CORNERS)

EXTG. EQUIP. CURB

BONDING ADHESIVE

WELD SPLICE

MEMBRANE

C.T.V. ADEQUATE

BLOCKING

1 1/2" INSUL.

FASTENER

MECHANICAL EQUIP.

GALV. UNISTRUT

(TYP. 3 LOC.)

1/4" GALV. BOLT W/

LOCK NUT. USE CAUTION

WHEN DRILLING HOLE TO

AVOID ELEC. CONDUCTOR

EXTG. ELEC. MNT.

TO UNISTRUT. MODIFY BENDS AS REQ'D.

IF DISASSEMBLY IS REQUIRED RESEAL

MECHANICAL EQUIPMENT ELEVATION

N.T.S.

MECH. EQUIP.

ELEC. CONDUITS

UNIT STRUT (TYP. 3 LOC.)

MAINT. ACCESS

Scale: 1 1/2"=1'-0"

MECH. EQUIP. CURB FLASHING

Scale: 1 1/2"=1'-0"

WALL BASE FLASHING DETAIL

Scale: 1 1/2"=1'-0"

PIPE FLASHING SPLIT BOOT DETAIL

EXTG. BUR ROOF

EXTG. BUR ROOF

EXTG. DECK

EXTG. 3" INSUL.

EXTG. BUR ROOF

EXTG. DECK

EXTG. 3" INSUL.

EXTG. BUR ROOF

1 1/2" INSUL.

RAISE, INSTALL

FLASHING AND RESET

MECHANICAL EQUIP. AT

TWO LOCATIONS AND

ALL RELIEF VENTS,

VENT, EXHAUST FANS

OR POWER EXHAUST

FAN

GALVANIZED ROOF NAILS

@ 12" O.C. (4" FROM CORNERS)

EXTG. EQUIP. CURB

BONDING ADHESIVE

WELD SPLICE

C.T.V. ADEQUATE

BLOCKING

MEMBRANE

1 1/2" INSUL.

FASTENER

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 3" INSUL.

EXTG. BUR ROOF

MEMBRANE FLASHING

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. SUPPORT

MODIFY LENGTH

AS REQ'D.

1 1/2" P.T. PLYWD.

CONT. BEAD OF SEALANT

6" MIN.

SEALANT

3" MIN. WELD SPLICE

WELD SPLICE

MEMBRANE FLASHING

SET IN BONDING ADHESIVE

S.S. CLAMPING RING

CONTINUOUS BEAD OF

SEALANT

PRE-MOLDED PIPE

FLASHING. SIZED FOR

PIPE.

ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 3" INSUL.

EXTG. BUR ROOF

1 1/2" INSUL.

WELD SPLICE (VERTICAL

AND HORIZ. LAP JOINT

MEMBRANE FLASHING

SET IN BONDING ADHESIVE

CUT LINE

SPLIT BOOT LAP JOINT

PIPE

T JOINT PATCH

WELD SPLICE

MEMBRANE SEAM

LAP SPLICE

COVER

Scale: 1 1/2"=1'-0"

EXTG./DEMO ROOF EDGE DETAIL

Scale: 1 1/2"=1'-0"

EXTG./DEMO ROOF EDGE DETAIL

Scale: 1 1/2"=1'-0"

ROOF EDGE DETAIL

Scale: 1 1/2"=1'-0"

ROOF EDGE DETAIL

Scale: 1 1/2"=1'-0"

VENT STACK FLASHING

Scale: 1 1/2"=1'-0"

MECH. EQUIP. CURB FLASHING

Scale: 1 1/2"=1'-0"

MECHANICAL DUCT WORK SUPPORT

NOTE: IF DUCT WORK ELEVATION WILL

NOT ALLOW FOR THE INSTALLATION

OF P.T. 4X4 A P.T. 2X6 SHALL BE USED.

Scale: 1 1/2"=1'-0"

MECH. EQUIP. CURB FLASHING

BONDING ADHESIVE

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Checked By

Job No.

P r o j e c t

T i t l e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d dD y n a m ic D e s ig n G ro u p in c

E ng in hi te ct s

P ro je ct

M an ag er s

COPYRIGHT 2017 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from

Dynamic Design Group, inc.

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04-09-2018

17-4326

A1.2

JMC

DSB

Scale: 1 1/2"=1'-0"

ROOF DRAIN DETAIL

Scale: 1 1/2"=1'-0"

ABANDONED EQUIP. PENETRATION DETAIL

Scale: 1 1/2"=1'-0"

WALL FLASHING DETAIL

N.T.S.

OVERHANG DETAIL

Scale: 1 1/2"=1'-0"

E.J. DETAIL

N.T.S.

PIPE FLASHING

N.T.S.

RIDGE VENT

ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 3" INSUL.

EXTG. BUR ROOF

1 1/2" INSUL.

EXTG. STRAINER BASKET AND

CLAMPING RING-REMOVE

CUT EXTG. INSUL.

AS REQ'D.

MEMBRANE

PROVIDE NEW FASTENERS

EXTG. FASCIA. ADD

FASTENERS IN AREAS

FASCIA HAS LOOSENED

PREDRILL HOLES PRIOR

TO NAILING

ALUM. DRIP 2 1/2" MIN. NAILING FLANGE

AND DROP TO EXTEND 1 1/2" BELOW

TO EDGE OF ALUM. FASCIA (COLOR AS

SELECTED BY OWNER)

ICE AND

WATER SHIELD

UNDERLAYMENT

ICE AND WATER SHIELD

EXTEND ICE AND WATER

SHIELD A MINIMUM OF 3'-0"

BEYOND THE INTERIOR

FACE OF THE EXT. WALL

STAINLESS STEEL DRAWBAND

NEW PREFORMED PIPE

FLASHING

NEW SEALANT

NEW SHINGLES

NEW UNDERLAYMENT

EXTG. SHEATHING

EXTG. VENT STACK

LOW PROFILE

"RIGID" RIDGE VENT

18"N.F.A. PER FOOT

SHINGLE

UNDERLAYMENT

SHEATHING

ROOF FRAMING

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RAISE AND RESET

EXTG. METAL COVER

GALVANIZED ROOF NAILS

@ 12" O.C. (4" FROM CORNERS)

BONDING ADHESIVE

WELD SPLICE

EXTG. BLOCKING.

C.T.V. ADEQUATE

BLOCKING

MEMBRANE

1 1/2" INSUL.

FASTENER

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 3" INSUL.

EXTG. BUR ROOF

MEMBRANE FLASHING

EXTG. EQUIP. CURB

3 1/2" P.T. CURB EXTENSION

ANCHORED W/ 4 1/2" (COUNTER SUNK)

GRIP FAST TIMBER SCREWS. COATED

FOR INSTALLATION IN P.T. WOOD

GASKETED FASTENER

P.T. INSUL. STOP

4 1/2" RIGID INSULATION

WELD SPLICE

EXTG. BLOCKING.

C.T.V. ADEQUATE

BLOCKING

MEMBRANE

1 1/2" INSUL.

FASTENER

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

EXTG. 3" INSUL.

EXTG. BUR ROOF

METAL COUNTER FLASHING

GASKETED FASTENER

MASONRY FASTENER

CONTINUOUS BEAD

OF SEALANT

TERMINATION BAR

FASTENED @ 12"O.C.

SET IN SEALANT

CONT. BEAD OF SEALANT

EXTG. MASONRY WEEP

NOTE: REMOVE EXISTING

TERMINATION BARS, ADHESIVE, CAULK

AND FASTENERS.

SEAM PLATE @ 12" O.C.

MEMBRANE

COMPRESSIBLE TUBE

1 1/2" INSUL.

EXTG. BLOCKING.

C.T.V.ADEQUATE

BLOCKING

1 1/2" INSUL.

EXTG. BUR ROOF

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

1 1/2" P.T. PLYWD.

BONDING ADHESIVE

Scale: 1 1/2"=1'-0"

E.J. AT WALL

A1.2

TERMINATION TOP

PACK WITH COMPRESSIBLE

INSULATION AND LINE WITH

INSULATION LINER

NOTE: REMOVE EXISTING MATERIAL

(EXPANSION MATERIAL AND BLOCKING

AT WALL, ETC.) AS REQUIRED FOR THE

INSTALLATION OF THE EXPANSION

JOINT AS DETAILED.

COMPRESSIBLE TUBE

1 1/2" INSUL.

EXTG. BLOCKING.

C.T.V.ADEQUATE

BLOCKING

EXTG. BUR ROOF

EXTG. ROOF DECK

(SEE PLAN FOR TYPE)

NOTE: REMOVE EXISTING MATERIAL

(EXPANSION MATERIAL AND BLOCKING

AT WALL, ETC.) AS REQUIRED FOR THE

INSTALLATION OF THE EXPANSION

JOINT AS DETAILED.

SEAM PLATE FASTENER

WELD SPLICE

PACK WITH COMPRESSIBLE

INSULATION AND LINE WITH

INSULATION LINER

COMPRESSIBLE TUBE

REPLACE ALL BROKEN COMPONENTS

WITH LIKE MATERIAL.

CONTRACTOR TO INCLUDE UNDER ALTERNATE #1 THE

REMOVAL OF ABANDONED ROOF CURBING. PROVIDE 22

GAUGE METAL DECK, MATCH TYPE AND ADD AND

MEMBRANE.

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Job No.

P r o j e c t

T i t l e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M d dD y n a m ic D e s ig n G ro u p in c

E ng in hi te ct s

P ro je ct

M an ag er s

COPYRIGHT 2017 DYNAMIC

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from

Dynamic Design Group, inc.

F O

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04-09-2018

17-4326

A1.3

JMC

DSB