EPL - Missouri

OWNER:

PROJECT

MANAGEMENT:

EPL

PROFESSIONAL REGIS1'RATION STATE OFFICE

BUILDING JEFFERSON CITY, MISSOURI

STATE OF MISSOURI MICHAEL L PARSON, GOVERNOR

DESIGNER: THE ARCHITECTS ALLIANCE, INC.

OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT, DESIGN AND CONSTRUCTION

inc. Jefferso n City, Misso uri

MISSOURI STATE CERTIFICATE OF AUTHORITY #000143

631 West Main Street Jefferson City, Missouri 65101

(573)636-5000

PROJECT NUMBER: 02006-01

SITE NUMBER: 1014 ASSET NUMBER: 3101014001

SHEET NUMBER:

G-001I OF 9 SHEETS

OCTOBER 01, 2020

A

•

C

D

E

F

G

H

J

K

3 4 s

MATERIAL AND SYMBOLS LEGEND

- GENERAL NOTE

03300.A - MATERIAL NOTE

( 101-A ) - DOOR IDENTIFICATION TAG

0

0

- WINDOW IDENTIFICATION TAG

- INTERIOR WALL PARTITION TYPE

a K1/A601

- CASEWORK ELEVATION

DETAIL NUMBER

1

1 - DETAIL KEY

DRAWING SHEET

- BRICK VENEER

- CONCRETE MASONRY UNIT

CONCRETE

· 11 .. \( \ ,· \/ ,' '1( ·,

'--_:( ')( )( ')( ·>:/ ;( \:/ - BATT INSULATION

1111 RIGID INSULATION

- EARTH / SUBGRADE

- GRANULAR FILL

- WOOD BLOCKING

ARCHITECTURAL ABBREVIATIONS AFF - ABOVE FINISH FLOOR

AD - AREA DRAIN

AL - ALUM - ALUMINUM

ALT - ALTERNATE

AP - ACCESS PANEL

ACT - ACOUSTICAL CEILING TILE

ARCH - ARCHITECTURAL

BFP - BACKFL□W PREVENTER

BLDG - BUILDING

BRG - BEARING

CJ - CONTROL JOINT

CL - CENTER LINE

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CD - CLEAN □UT

C□NC - CONCRETE

C□NTR - CONTRACTOR

CPT - CARPET

D, DEG - DEGREES

DH - DOUBLE HUNG

DIA - DIAMETER

DIV - DIVISI□N

DN - DOWN

DS - DOWN SPOUT

DWG - DRAWING

EF - EACH FACE

EJ - EXPANSI□N J□INT

EL - ELEVATION

ELEC - ELECTRICAL

ENG - ENGINEER

EQ - EQUAL

EWC - ELECTRIC WATER COOLER

EXT - EXTERI□R

FD - FLOOR DRAIN

FE - FIRE EXTINGUISHER

FND - F□UNDATI□N DRAIN

FP - FIRE PROTECTION

FT - FIRE TREATED

GA - GAUGE

GAL V - GALVANIZED

GC - GENERAL CONTRACTOR

GD - GARBAGE DISPOSAL

GLAZ - GLAZING

GWB - GYPSUM WALL BOARD

GYP - GYPSUM

HM - HOLLOW METAL

HDWR - HARDWARE

HGT - HEIGHT

H□RZ - HORIZONTAL

HR - HOUR

HVAC - HEATING, VENTING, AIR

C□NDITI□N

I.D. - INSIDE DIAMETER

INT - INTERI□R

LAV - LAVATORY

LB - LOAD BEARING

LF - LINEAR FOOT/ FEET

LVL - LAMINATED VENEER LUMBER

LVR - LOUVER

L WC - LIGHTWEIGHT CONCRETE

MAX - MAXIMUM

MECH - MECHANICAL

MIN - MINIMUM

MFG - MANUFACTURER

MISC - MISCELLANEOUS

MR - MOISTURE RESISTANT

MTL - METAL

NIC - NOT IN CONTRACT

NLB - NON-LOAD BEARING

NR - NOT RATED

NTS - NOT TD SCALE

OF - OUTSIDE FACE

DC - ON CENTER

□FD - OVERFLOW DRAIN

□.D. - OUTSIDE DIAMETER

□PP - OPPOSITE

PB - PEG BOARD

PERF - PERFORATED

PH - PHASE

PLY - PL YW□□D

PLUMB - PLUMBING

PR□J - PROJECT

PVC - POLYVINYL CHLORIDE

R - <STAIR) RISER

RAD - RADIUS

RCP - REFLECTED CEILING PLAN

RD - ROOF DRAIN

RE - REFERENCE

REINF - REINFORCING

REQ - REQUIRED

REV - REVERSE

RM - ROOM

RTU - ROOF TOP UNIT

SCH - SCHEDULE

SECT - SECTION

SH - SINGLE HUNG

SIM - SIMILAR

SPEC - SPECIFIC A TI□N

SS - STAINLESS STEEL

STD - STANDARD

STRUC - STRUCTURAL

VCT - VINYL C□MP□SITI□N TILE

VERT - VERTICAL

VIF - VERIFY IN FIELD

WD - WOOD

WH - WATER HEATER

6 7 8 •

CONSTRUCTION NOTES

SHOULD A BIDDER OR CONTRACTOR FIND ANY AMBIGUITY, INCONSISTENCY, QUESTION, CONCERN OR ERROR IN THE DRAWINGS OR PROJECT MANUAL, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY THE ARCHITECT, IN WRITING, WHO WILL ISSUE A WRITTEN INTERPRETATION.

IF CONTRACTOR OBSERVES ANY ERRORS DISCREPANCIES, OMISSIONS, AMBIGUITIES OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING REQUESTING CLARIFICATION. IF CONTRACTOR PROCEEDS WITH WORK AFFECTED BY SUCH ERRORS, DISCREPANCIES, AMBIGUITIES, OMISSIONS OR INCONSISTENCIES WITHOUT RECEIVING WRITTEN CLARIFICATION, HE DOES SO SOLELY AT HIS OWN RISK. ANY ADJUSTMENTS INVOLVING SUCH CIRCUMSTANCES MADE BY THE CONTRACTOR, PRIOR TO RESOLUTION BY ARCHITECT, SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE.

IN GENERAL, THE DRAWINGS INDICATE DIMENSIONS, POSITIONS AND DETAILS OF CONSTRUCTION; THE SPECIFICATIONS DESCRIBE QUALITIES OF MATERIAL AND METHODS OF WORKMANSHIP. ALL WORK DESCRIBED IN THE SPECIFICATIONS SHOWN ON THE DRAWINGS AND ALL WORK DEPENDENT UPON OR NECESSARY, SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL BE OF MATERIALS BEST ADAPTED TO THE PURPOSE WHERE SUCH WORK OR MATERIALS ARE NOT SPECIFICALLY MENTIONED.

DO NOT SCALE DRAWINGS.

SHOULD CONFLICTS ARISE IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE EXPENSIVE UNLESS HE HAS REQUESTED AND OBTAINED A WRITTEN DECISION FROM THE ARCHITECT BEFORE SUBMISSION OF HIS PROPOSAL AS TO WHICH METHODS AND/OR MATERIALS WILL BE REQUIRED.

ALL WORK AND MATERIALS SHALL BE OF THE BEST RESPECTIVE KINDS SPECIFIED AND INDICATED. SHOULD ANY WORKMANSHIP OR MATERIALS BE REQUIRED WHICH ARE NOT DIRECTLY OR INDIRECTLY CALLED FOR IN THE SPECIFICATIONS AND/OR THE DRAWINGS, BUT WHICH ARE NECESSARY FOR PROPER FULFILLMENT OF THE INTENT THEREOF, SAID WORIKMANSHIP AND/OR MATERIALS SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, INDICATED OR SPECIFIED, AND THE CONTRACTOR SHALL UNDERSTAND THE SAME TO BE IMPLIED AND PROVIDE IT AS FULLY AS IF IT WERE PARTICULARLY DESCRIBED OR DELINEATED.

THE USE OF DRAWINGS AND SPECIFICATIONS AND ANY PART THEREOF IS EXPRESSLY LIMITED TO THE ORIGINAL PROJECT FOR WHICH THEY WERE INTENDED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED, TITLE TO DRAWINGS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT WITHOUT PREJUDICE. VISUAL CONTACT WITH THE DRAWINGS AND SPECIFICATIONS, IN WHOLE IN PART, SHALL CONSTITUTE PRIMA FACIE EVIDENCE OR ACCEPTANCE OR THESE RESTRICTIONS.

CONTRACTOR SHALL COMPLY WITH, AND REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH FEDERAL, STATE AND LOCAL CONTRACTOR'S LICENSE LAWS.

SHOP DRAWINGS SHALL NOT BE USED AS A MEANS OF REQUESTING SUBSTITUTION OF PRODUCTS OR MATERIALS, OR AS A MEANS OF REQUESTING CHANGE IN CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL, BEFORE COMMENCING WORK, LINES, LEVELS AND DIMENSIONS AND REPORT ANY ERRORS OR INCONSISTENCIES IN WRITING TO THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED UNTIL SUCH ERRORS OR INCONSISTENCIES ARE RESOLVED. THE CONTRACTOR SHALL ESTABLISHED AND MAINTAIN ALL BUILDING(S) AND CONSTRUCTION GRADE LINES, LEVELS AND BENCH MARKS AND SHALL BE RESPONSIBLE FOR ACCURACY AND PROTECTION OF SAME.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL AND ALL DAMAGE CAUSED BY HIM OR ANY SUBCONTRACTOR OR SUPPLIER CAUSED TO THE OWNER'S PREMISES.

ALL REPLACING, PATCHING, AND REPAIRING OF ALL MATERIALS AND SURIFACES CUT OR DAMAGE IN THE EXECUTION OF THE WORK SHALL BE PERFORMED BY EXPERIENCED TRADES PEOPLE. SUCH REPAIRING, REPLACING AND/OR PATCHING SHALL BE DONE WITH ACCEPTABLE MATERIALS, IN SUCH A MANNER THAT ALL SURFACES SO REPAIRED OR REPLACED, WILL UPON COMPLETION OF THE WORK, MATCH THE SURROUNDING SIMILAR SURIFACES.

THE DRAWINGS REPRESENT THE BUILDING, THEY DO NOT REPRESENT THE MEANS, METHODS, PROCEDURES, TECHNIQUES OR SEQUENCES OF CONSTRUCTION.

10 11 13 14 15 16 17 18

APPLICABLE CODES DRAWING INDEX G - GENERAL DRAWINGS

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 NATIONAL ELECTRICAL CODE

01 OF 09

02 OF 09

G-001

G-002

COVER SHEET - PROJECT DATA

DRAWING INDEX, MAPS, SCOPE OF WORK

A - ARCHITECTURAL DRAWINGS

03 OF 09 G-101 EXIST ROOF SITE LAYOUT PHOTO KEY

2015 INTERNATIONAL ENERGY

CONSERVATION CODE

SITE LOCATION

3101014001 PROFESSIONAL-

REGISTRATION STATE

OFFICE BLDG

1 •

-

04 OF 09 G-102

05 OF 09 G-103

06 OF 09 AD-101

07 OF 09 A-101

08 OF 09 A-301

09 OF 09 A-302

I •

AERIAL VIEW: CAMPUS MAP

JEFFERSON CITY, MISSOURI

SITE: 1014 -----

EXISTING ROOF PHOTOS

EXISTING ROOF PHOTOS

ROOF DEMOLITION PLAN

ROOF PLAN

ROOF DETAILS

ROOF DETAILS

I

: I

N

AERIAL VIEW: VICINITY SITE MAP

JEFFERSON CITY, MISSOURI

J

L

t

10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR

CONSTRUCTION DOCUMENTS

t(t 7/f"

larCeinc. Jeffer-•on Clfy. MTssou rl

Missouri Certificate of Authority 000143 Exp.12/3112019

631 West Main Street, Jefferson City, MO 65101 573.636.5000


REPLACE ROOF

PROFESSIONAL REGISTRATION

STATE OFFICE BUILDING

3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT#

SITE#

ASSEST#

02006-01

1014

3101014001

REVISION:�---DATE:

REVISION:�-----

DATE: REVISION: _____ _

DATE:�----

ISSUE DATE: 10-01-2020

CAD DWG FILE: G-002.DWG DRAWN BY: CLG CHECKED BY: LB DESIGNED BY: �C_L�G�

---

SHEET TITLE:

DRAWING INDEX

MAPS

SCOPE OF WORK

SHEET NUMBER:

G-0022 OF 9 SHEETS

2

A

B

C

D

F

G

H

J

K

,,,,-

'---

LANDSCAPED SIDEYARD -SLOPED GRADE

3 4 5 6 7 8 9

MISSOURI BLVD

EXISTING ASPHALT LOT

� -OWNER OCCUPANCY REQ'DDURING CONSTR.

-l-------(20

r,

� .J'-iI

-I----( 1 2

I

22 I

I

I I

I I L---------r-- � ---------

r,1 � _ I � � L .J

EXISTING� ASPHALT LOT

-OWNEROCCUPANCY

REQ'D DURING CONSTR.

DOCK ROOF -------' STRUCTURE

10

21

I I I I I

11 12

--r- MAIN ENTRY TOREMAIN OPEN DURING CONSTR.

13

LANDSCAPED SIDEYARD -LIMITED STAGINGARE THIS SIDE

LANDSCAPED SIDEYARD -LIMITED STAGINGARE THIS SIDE

14

01-

�-.. ?<-,}-ST_R_O_O_F_/_S_IT_E_LA_Y_ O_U_T __ _

15

EB

16 17 18

DRAWING NOTES:

EXISTING ROOF

AREAS

PHOTO KEY: SYMBOLS INDICATE APPROXIMATE LOCATION PHOTO WAS TAKEN FROM. NUMBERS CORRESPOND TO THE IMAGE NUMBERS WHICH CAN BE FOUND ON SHEETS A-102 & A-103

IMAGES 1-15-- SHEET A-102 IMAGES 16-23 •• SHEET A-103

�

10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


Je'ffer-son City. Mrssour-1 Missouri Certificate of Authority 000143 Exp.12131/2019

631 West Main Street, Jefferson City, MO 65101 573.636.5000


REPLACE ROOF

PROFESSIONAL REGIS1RATION


3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT # 02006-01

SITE# 1014

ASSEST # 3101014001

REVISION: DATE: _____ _

REVISION: DATE:�-----

REVISION: DATE:------


CAD DWG FILE�: _,G

�l""'0

"'"l __ _

DRAWN BY: CLG CHECKED BY: ---c:L�B

,-..c..._---

DESIGNED BY: CLG/RBB

SHEET TITLE:

EXISTING ROOF

SITE LAYOUT

PHOTO KEY

SHEET NUMBER:

G-1013 OF9 SHEETS

3 4

\

B

-0 ��TH EAST END

--

H

0��F HATC H

5

DEBRIS AND PONDING

CRICKET

SCUPPER

SCUPPER

PEALING EPDM FLASHING

EXISTING RTU

.- -- PONDING AT CURLING DECK EDGES

GAS PIPING

.---ROOF ACCESS HATCH

--._ FLASHING AND SEALANT IS FAILING AT CURB PERIMETER

PONDING EVIDENCE

6 7 8 •

@ ��TH DIS C HARGE

10

SCUPPER TO ASPHALT ROOF

--SEALANT FAILURE

-METALWALL PANEL

-- -- EPDM VERTICAL FACE

EXISTING VENT

PONDING MARKS

0...-�-0�-;:-EK_IN_G_E _A _S _T _A _T_S_O_ U_T_ H_E_ N _D _____ _

0 ��TH WEST VIEW

- --� PONDINGAREA

---- RAISED EPDM FLAT AREA

- -SEAM PEALING BEYOND

.,-EPDM MEMBRANE

---- VENT STACK

----- FAILING PENETRATION FLASHING

0 FRON T OF BU ILDING 3-----NO SCALE

11 12 13 14 15

DEBRIS AND PONDING BUILD UP AT EXISTING CRICKET

_____ SCUPPER

DEBRIS AND PONDING BUILD UP AT EXISTING CRICKET

SCUPPER

.---LAP SEAM

.,- ADHESION FAILURE

EPDM MEMBRANE

0 L AP SEAM 2-----NO SCALE

16

,

-

17 18

DRAWING NOTES:

NOTE:

PHOTOS ARE PROVIDED FOR REFERENCE PURPOSES ONLY.

THE BIDDER SHOULD MAKE A REASONABLE EFFORT TO INVESTIGATE

EXISTING CONDITIONS TO FULLY UNDERSTAND THE REQUIRED SCOPE OF

WORK FOR THIS ROOF REPLACEMENT.

•

DELAMINATION

SEAMS LOSING ADHERENCE

CORNER FLASHING MEMBRANE

PREVIOUS ADHESION MARK

0 N ORTHWEST CORNER OF ROOF 9---- -NO SCALE

•

,

DEBRIS PONDING

VERTICAL EPDM

- - - - - - - - � EXHUAST

0 ROOF AT EN TRY AREA 5---- -NO SCALE

,,.,. .. ··•·•·••····

0 �0'!:,�}CAL RTU CONDITION

.-PEELING FLASHING SEAM

CONDENSATE DISCHARGE ONTO EPDM

SPLASH PAD???

- PEELING,, ·• . LAP SEAM

10--01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


.. , , .. 7A�

¥9\ilects en::8 inc.

Jaffer-son CTi'y. IVllssour-T Missouri Certificate of Authority

000143 Exp.12/3112019 631 West Main Street, Jefferson City, MO 65101

573.636.5000

OFFICE OF ADMINISTRATION DMSION OF FACILITIES MANAGEMENT, DESIGN AND CONSTRUCTION

REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT# 02006-01

SITE# 1014

ASSEST# 3101014001


REVISION:�-----DATE:

REVISION: _____ _ DATE:�----


CAD DWG FILE:G-102.DWG ORA WN BY: LRM CHECKED BY: �1�s�

----DESIGNED BY: LRM

------

SHEET TITLE:

EXISTING ROOF

PHOTOS

SHEET NUMBER:

G-10204 OF 09 SHEETS

3

A

B

C

D

E

@ ��D ING A REA

•

4 5

PONDING WATER

_ ----- DECKING EDGE CURL

_/- METAL COPING

, -EPDMWALL

I . . · -FLASHING

60 QTY LOUVER VENTS@ 18"X24" IN SIZE. REPLACE.

DAMAGED VENT

------------------------� OPEN TO ATTIC

19 TYPI CAL WALL VENT W I TH DAMAGE NO SCALE

6 7 8 10

-------+--BLOCK SUPPORT LOSE LAID TO BE REMOVED AND REPLACED WITH RUBBER SUPPORT

@e-�-o?-CALQ_E F_SL _ Q_P_E _TRA_N_S _I _T _I Q_N _______ _

·-. ·-ROOF ACCESSHOUSING

� ROOF PLYWOOD DECK

ACCESS SHAFT

0""""�-0?-CAJ_O_e F_HA_T_C_H_ IN _T _E _R _IO_ R ________ _

11 13 14 15

\� EXISTING COPING

0e-�-0?_CALR_E T_H_C _Q_P _IN _G _ R _U_N _________ _

0 ��J.TH GUTTER

I I

� ASPHALT SHINGLES

PEA SIZE HOLES

-OXIDIZED GUTTER

16 17 18

DRAWING NOTES:

NOTE:

PHOTOS ARE PROVIDED FOR REFERENCE PURPOSES ONLY.

THE BIDDER SHOULD MAKE A REASONABLE EFFORT TO INVESTIGATE

EXISTING CONDITIONS TO FULLY UNDERSTAND THE REQUIRED SCOPE OF

WORK FOR THIS ROOF REPLACEMENT.

---- DELAMINATING AT COPING SEAM

@S?c�ING AT ENT RY A REA

@ �?cA�TH GUTTER

I I

I

SOFFIT

GUTTER HOLES

10--01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


1:f "'1\�

¥9\ilecls l8l'l::8 inc.

Jeff"er-son CTi'y. Mlssourl Missouri Certificate of Authority

000143 Exp.12/3112019 631 Wesl Main Street, Jefferson City, MO 65101

573.636.5000


REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT # 02006-01

SITE#

ASSEST#

1014

3101014001





CAD DWG FILE: G-103.DWG ORA WN BY: CLG CHECKED BY: LB DESIGNED BY:

-�CLc"-G=/RB==B-

SHEET TITLE:

EXISTING ROOF

PHOTOS

SHEET NUMBER:

G-10305 OF 09 SHEETS

A

B

C

D

E

F

G

H

J

K

EXISTING MTL. --, WALL PANELS TO REMAIN AT

VERT WALL

2

REMOVE ASPHALT

LAMINATED SHINGLES

2'-0"

3

'31'-5" /

. /

/

/

. /

/

/ /

/

. /

/

/

4 5

. . /

6

183'-4"

7 8 9

EXISTING GUTTER AND DWNSPTS TO BE REMOVED

. � )2Xl$TING // ./ ASPHALT / /•· ·• LAMINATED// /. • SHINGLES TO/

BERE¢v¢/ /

.

60 QT)< LOUVER VENTS. AN V)"RTICAL FACE OF"

./ ATTICWALL@18"X24"/IN SIZE. REPLACE.

/ /

'.I' /

REMOVs-1\LL EPD.M • / MEcMBRANES �ND )NSPJ=tT

.DECKING FOR D!).MAGED !')REAS TO BE REPLAC_EC>.

EXISTING --� GUTTERS AND

DWNSPTS TO BE REMOVED

// / //

/ . / /


0 ROOF DEMOLITION PLAN1---

1/8" = 1'-0"

154'-0"

EXISTING DOCK ROOF STRUCTURE--�

N

- 3 SUPPORT PIPE PENETRATIONS@SHINGLE ROOF BELOW.

REMOVE EXISTING ROOFING MEMBRANE AND REMOVE SHINGLES BELOW CANOPY

AND PENETRATION FLASHINGS

E9

EXISTING --...,-'\ GUTTERS AND DWNSPTS TO BE REMOVED

10 11

3: 12 ROOF AREA

MEMBRANE AREA ROOF SLOPE: EXISTING SLOPE MIN. a" TO BE MAINTAINED

52'-1"

12 13

: /�F'HJ\t.T S!,INGLEc/ , /

MEMBRANE AREA ROOF SLOPE: EXISTING SLOPE MIN.¾" TO BE MAINTAINED

14 15 16

3: 12 ROOF AREA N

17 18

DRAWING NOTES: GENERAL NOTE:

1. REMOVE ALL POWERED MECHANICAL VENTILATION UNITS FROM ROOF CURBS AND PREPARE TO RECEIVE NEW MEMBRANE/FLASHING.REMOVEEXISTING VENT STACK/PIPE SHROUD/SEALANT/MEMBRANE AS REQUIRED TOPREPARE FOR NEW COVER BOARD, MEMBRANE AND NEW VENT STACK BOOTTO BE FULLY SEALED.

2. ALL POWERED MECHANICAL ROOF VENTS SHALL BE DISCONNECTED ANDRE-WIRED (AT THREE LOCATIONS) BY AN A LICENSED ELECTRICALCONTRACTOR. TYPICAL.

3. ALL PERIMETER COPING AND FLASHING TO BE REMOVED AND REPLACEDWITH NEW PRE-FINISHED METAL. RE: SPECIFICATIONS FOR ADDITIONALINFORMATION.

4. REMOVE SCUPPER FLASHING AND MEMBRANE AS REQUIRED DURINGDEMOLITION TO RECEIVE NEW BASE AND WALL MEMBRANE FLASHINGS,REPLACING TH RU-WALL FLASHING, DRIP EDGE AND MEMBRANE LAP SEAMSAT LOCATIONS SHOWN ON PLANS.PROVIDE TAPPERED WEDGES IN FRONTOF SCUPPER DRAIN FIELD AT TRANSITION TO AVOID LOW PONDING AREAS.

5. CLEAN EXISTING SUBSTRATE ROOFING OF DIRT AND DEBRIS TO PREPARETO RECEIVE NEW 60MIL TPO FB MEMBRANE, FULLY ADHERED PER MANUFACTURERS REQUIRED/RECOMMENDED INSTALLATION OVER AMECHANICALLY FASTENED�• DENSDECK COVERBOARD ..

6. AREAS NOTED AS PONDING OR DECK CURL ARE SUBJECT TO CONTRACTORINSPECTION FOR ROOF PLYWOOD DECKING REPLACEMENT BUT NOT LIMITEDTO THE AREAS IDENTIFIED ON THE DRAWINGS. AREAS OF DECK CURLINGSHALL BE REMOVED AND REPLACE PER THE UNIT PRICE OUTLINED IN THESPECIFICATIONS AND MATERIALS SHALL BE AS SPECIFIED. DECKING ISPRESUMED TO BE¾" EXTERIOR GRADE PLYWOOD DECKING ..

0 �:�ERAL ROOF AREA PLANE9

AREA OF PONDING OR DECK CURL

EXISTING GUTTER AND DWNSPTS TO BE

// .

�EXISTING

:fl' ASP)-IAL,: ../' LAIIIIINAi:ED

SHINGLES TO BE"REMOVED

/ /

· AREJi QF �ON DINGPR DECK CURL / SEENOTE#6

/ / /

//

EXISTING ASPHALT LAMINATED SHINGLES TO BE REMOVED

REMOVE ALL EPDM MEMBRANES AND SELECTIVE DECKING REPLACEMENT


EXISTING GUTTER AND DOWNSPOUTS TO BE REMOVED.

EXISTING MTL WALL PANELS TO REMAIN

@VERT. WALL

FACILITY: PROFESSIONAL REGISTRATION BUILDING, JEFFERSON CITY, MISSOURI

TOTAL SQUARE FEET: 26,200 SQ. FT. ASPHALT AND 17,960SF OF EPDM (ALL VERTICAL, FLAT AND PITCHED ROOFS)

(AREAS AND DIMENSIONS SHOULD BE VERIFIED FOR ACCURACY -PROVIDED FOR CONVENIENCE ONLY. THESE NUMBERS WILL NOT BE USED AS A BASIS FOR A CONTRACT CHANGE)

ROOF LEGEND:

■ THRU-WALL SCUPPER

o PIPE PENETRATION

.25:12 EXAMPLE OF ROOF SLOPE

SLOPE DIRECTION

10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


l8rC8inc. J•ff•rson City, Mlssourl

Missouri Certificate of Authority 000143 Exp.12/31/2019

631 Wesl Main Street, Jefferson City, MO 65101 573.636.5000


REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT# SITE#

ASSEST#

02006-01

1014

3101014001

REVISION:�----

DATE:




CAD DWG FILE: AD101 ORA WN BY: �-cl�g----CHECKED BY: LB DESIGNED BY:

-�C_L�G�/RB_B __

SHEET TITLE:

ROOF

DEMOLITION

PLAN

SHEET NUMBER:

AD-101 6 OF9 SHEETS

A

B

C

D

E

F

G

H

J

K

2 3 4 5 6 7 8 9 11 12 13 14

ASPHALT SHINGLE

,. � .J�

I

I

�--13:12 ROOF AREA :ASPHALT SHINGLE

I ,. I

I O I L.JI I

I

I

I

I

I r-�---------T-----L-----------

� 7 f � IICI MEMBRANE '- ..J <J.:t ._ ..J

I I

15 16

ASPHALT SHINGLE \.--

MEMBRANE AREA y-

' I > I_, I I I I I I -I --

' I V

.,.,...-:::;.---- '((\

. J��---\•-:;;;:;-;;:::.-;;---' �_;- --1 ---- -

-- -

17 18

DRAWING NOTES: GENERAL NOTE:

1, REPLACE ALL DAMAGED PLYWOOD DECKING PER UNIT PRICE. 2. PROVIDE NEW SLEEVE BOOTS FOR ALL PVC VENT STACKS, DETAILED PER

MANUFACTURER RECOMMENDED INSTALLATION. RE: SPECIFICATIONS3, ALL POWERED MECHANICAL ROOF VENTS SHALL BE DISCONNECTED AND

RE-WIRED (IF NEEDED) BY AN A LICENSED ELECTRICAL CONTRACTOR. TYPICAL.

4. ALL PERIMETER COPING AND FLASHING TO BE REMOVED AND REPLACEDWITH NEW PRE-FINISHED METAL. RE: SPECIFICATIONS FOR ADDITIONALINFORMATION,

5, ALL BONDING MEMBRANE ADHESIVES AND SEALANTS SHALL BE PROVIDED PER MANUFACTURERS RECOMMENDATIONS AND SHALL BE COMPATIBLE WITH MATERIALS BEING APPLIED TO, TYPICAL

6. ALL GUTTERS TO RECEIVE NEW STEEL MESH DEBRIS COVERS/GUARDS. TYPICAL.

7, RE-PIPE RTU CONDENSATE LINES TO 48" AWAY FROM UNIT WITH PIPE TO DISCHARGE OVER A SPLASH PAD ADHERED TO THE MEMBRANE. NEW PIPING SHALL BE MOUNTED WITH RAISED PIPE SUPPORTS, TYPICAL FOR ALL RTU CONDITIONS,

8. ALL GAS PIPE LINES SHALL BE PLACED ON NEW RAISED PIPE SUPPORTBLOCKS (WOOD IS NOT ALLOWED FOR ANY SUPPORTS - TYPICAL)

9. SINLGE LINE DASHED CIRCLE REPRESENT VENT STACKS OR DISCHARGEVENTS. DOUBLE LINE DASHED CIRCLES RESPRESENT MECHANICALEXHAUST UNITS, SEE A302 DETAILS,

HATCHED AREAS ARE LOCTIONS OF ICE AND WATER SHIELD APPLICATIONS AND NOT SHOWN BUT REQUIRED ON HIP CONDITIONS

3:12 ROOF AREA ASPHALT SHINGLE

EXISTING MTL. --, WALL PANELS

183'-4"

52'-1"

0....;;�;;.;;o �;;.;.c

�.;.;;E E

;;.;.RA.;;..;,;;;L

;..;.R

.;,,;Q

;;..,;Q;;..;F __ A;..;:R;..;.E;;;;;A...:..:...P=LA..::N..:,___

TO REMAIN AT VERT. WALL

6 "; 9 � � NEW ASPHALT

SHINGLES

NEWGUTTERS --� AND DWNSPTS

2'-0"

31'-5"

NEW ISO CRICKET @ �" SLOPE WITH A MINIMUM

;;" VALLEY SLOPE. TYP. �

NEW

/ ASPHALT SHINGLES

,. ...

NEW GUTTER AND DWNSPTS

60 QTY LOUVER VENTS IN VERTICAL FACE OF ATTIC WALL@ 18"X24" IN SIZE. REPLACE.

,. - - 'I

I I

1RT' • I "■-,

SEE A302 FOR TYPICAL CURB DETAIL �

• • 1RTU1

�,I I

" -- .,

PREPARE SURFACES AND INSTALL NEW �" COVERBOARD AND NEW 60MIL MEMBRANE

I I

"- -.,

SEE DET. 7 / A-502

4.5 : 12

17'-4 1/2"

NEW ISO CRICKET @ �" SLOPE WITH A MINIMU

;;" VALLEY SLOPE. TYP.

NEW GUTTERS AND DWNSPTS

�-----__:\------,-NEW MEMBRANE UPVERTICAL FACE OF ATTIC WALL. APPROX 10'-12' TALL SIDE WALLS.

'----\----�-- NEW ISO RICKET

-----------, @ �" SL PE WITH A MINIMUM

;;" VAL EY SLOPE. TYP. I

r--.1

:RTU! I I

I I

11, __ .,

NEW ISO CRICKET

I

,--.. : :RTL{j I I

I I

·--"

1:: REMOVE ACCESS HATCH REPLACE WOOD RAIL

WITH NEW RUBBER OR METAL RAILS ON R BBER PP RT

SEE A302 FOR HATCH DETAIL--�

I I I I

'

, RTU � ' �.. --, -

�NEW

/ ASPHALT SHINGLES

@ �" SLOPE WITH A MINIMUM ;;" VALLEY SLOPE. TYP. •

---=-I NEW

ASPHALT SHINGLES

\ -----------

--

--

-

)


154'-0"

N

EXISTING DOCK ROOF STRUCTURE--� - 3 SUPPORT PIPE PENETRATIONS@

SHINGLE ROOF BELOW. PREPARE SURFACE TO COVER WITH

NEW TPO

NEW GUTTERS ------'\ AND DWNSPTS

�I I I ... -.... \

-- t \

�RTU } � 1 �- _ ... \ .. - \,--- \ I I I I I

I I

PREPARE AND INSTALL NEW �• COVERBOARD AND NEW 60MIL MEMBRANE

I I ,RTU ,. \ t �-\ ...... -\ __ J \ --

--

\ --\

----

\ --

�NEW

/ ASPHALT SHINGLES

\--

"-- GAS PIPING.\ PROVIDE NEW

,....,.,.. ... ..., \ RUBBER PIPE { RTU � � SUPPORTS. t -- .... -....... -\::--

NEW ISO CRICKET @ 1" SLOPE WITH A

MINIMUM;;" VALLEY SLOPE. TYP.

•6",\'l�- -

NEW ISO CRICKET @ !" SLOPE WITH A MINI

;;" VALLEY SLOPE. TYP.

0---�""""',.? .... ,.?. .... F_P_L_A _N ______ _

E9 NEW ASPHALT SHINGLES

4 SCUPPERS SEE DETAIL 3/A101



EXISTING MTL WALL PANELS TO REMAIN

@VERT. WALL

N

E9

FACILITY: PROFESSIONAL REGISTRATION BUILDING, JEFFERSON CITY, MISSOURI

TOTAL SQUARE FEET: 26,200 SQ. FT. ASPHALT AND 17,960SF OF EPDM (ALL VERTICAL, FLAT AND PITCHED ROOFS)

(AREAS AND DIMENSIONS SHOULD BE VERIFIED FOR ACCURACY -PROVIDED FOR CONVENIENCE ONLY. THESE NUMBERS WILL NOT BE USED AS A BASIS FOR A CONTRACT CHANGE)

ROOF LEGEND:

■ THRU-WALL SCUPPER

0 PIPE PENETRATION

.25:12 EXAMPLE OF ROOF SLOPE

SLOPE DIRECTION

10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


..ilL i}\�

l8rC8inc. J•ff•rson City, Mlssourl

Missouri Certificate of Authority 000143 Exp.12/31/2019

631 Wesl Main Street, Jefferson City, MO 65101 573.636.5000


REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT#

SITE#

ASSEST#

02006-01

1014

3101014001

REVISION:,__ ____ _ DATE:'---------

REVISION:,__ ____ _ DATE:

REVISION:'-------DATE:'------


CAD DWG FILE: A-101.DWG ORA WN BY: clg CHECKED BY: LB DESIGNED BY: _ _,cCc=L"'G""'/RB=B"'-----

SHEET TITLE:

ROOFPLAN

SHEET NUMBER:

A-1017 OF9 SHEETS

B

C

D

E

r

G

H

J

K

2 3 •

COUNTER FLASHING OVER SCUPPER

FLASHING/HOUSING

SCUPPER ENCLOSURE FLASHING WITH

SEALANT. TYPICAL.

TPO OVER COATED METAL SCUPPER

TPO OVER TRANSITION SEAM AND SCUPPER

TAPPERED WEDGE

5 6 7 8 9

_.,----- NEW SHINGLES BEYOND

,,--- UNDERLAYMENT -1 COURSE MINIMUM UP FROM ROOF EDGE

FLASHING AND DRIP EDGE'�------------;,.L'--------1 -2" SIDELAP / 4" ENDLAPFOR METAL WALL PANEL �t---- NEW ASPHALT LAMINATED SHINGLES

-HAND NAILED,,--- ASPHALT CEMENT ADHESIVE

-SET ALL EDGE SHINGLES IN ADHESIVE

ID 11 12

NEW ASPHALT SHINGLES -------.._

ASPHALT CEMENT ADHESIVE ------SET ALL EDGE SHINGLES IN ADHESIVE

NEW 26 GA COIL-COATED FLASHING -----.. -SEAL ALL JOINTS

APPLY ASPHALT CEMENT TO JOINT -------

PRE-PUNCH ALL NAIL HOLE -------

13

FLASHING AND DRIP EDG FOR SCUPPER

-ELONGATE HOLES TO ALLOW FOR MOVEMENTNEW 26 GA COIL-COATED RAKE T-METAL FLASHING

TPO BASE LAYER

FLASHING AND DRIP EDGE FOR SCUPPER IN BED OF SEALANT

-COLOR TO MATCH EXISTING TRIM METL AND SOFFIT-INSTALL ON TOP OF SELF-ADHERINGUNDERLAYMENT

EXISTING PL YWD DECKING -INSPECT AND REPLACE AS NECESSARY-SEE UNIT PRICES

rr---- EXISTING WD. FRAMING--------- EXISTING TRIM METAL TO REMAIN

rr---- EXISTING RAKE BOARD TO REMAIN

_______ _::::;;;;;;;;!f-t---- EXISTING VENTED MTL. SOFFIT TO REMAIN

UNDERLAYMENT -1 COURSE UP FROM EDGE

-2" SIDELAP / 4" ENDLAP

EXISTING PL YWD. ROOF DECK -------� -INSPECT AND REPLACE AS NECESSARY

-SEE UNIT PRICES

EXISTING TRUSS AND STICK FRAMING --------

EXISTING MTL. VENTED SOFFIT ---�

--------:::::::::::::-----�11

14 15 16 I 11 I 18

NEW ASPHALT SHINGLES ---

NEW STARTER STRIP --,

UNDERLAYMENT--, -1 COURSE UP FROM EDGE

-2" SIDELAP / 4" ENDLAP

EXISTING PL YWD. ROOF DECK --, -INSPECT AND REPLACE AS NECESSARY

-SEE UNIT PRICES

NEW T-METAL 26 GA COIL-COATED DRIP TO MATCH EXISTING COLOR

-LAP SELF ADHERING UNDERLAYMENT ON TOP OF DRIP EDGE

EXISTING ADHERED EPDM MEMBRANE FLASHING -------... -PROTECT FROM DAMAGE

EXISTING PL YWD. SHEATHING --� -INSPECT AND REPLACE AS NECESSARY

-SEE UNIT PRICES

EXISTING TRUSS AND STICK FRAMING -----,jHtj!W-

ROOF SYSTEM AND INSULATION.-� -PROTECT FROM DAMAGE AS NECESSARY

B ��-O"UP PER DETA IL 0 RAKE EDGE DETA IL

9---6" = 1'-0"

0 R OOF SL OPE T RA NSITION DET. 8--- -6" = 1'-0"

0 MEMBRA NE EDGE CON DITION 7--- -

6'=1'-0"

----- NEW ASPHALT SHINGLES

____.----- NEW ASPHALT SHINGLE STARTER STRIP -SET IN ASPHALT CEMENT

------ UNDERLAYMENT -1 COURSE MINIMUM UP FROM ROOF EDGE-2" SI DELAP / 4" ENDLAP

EXISTING PLYWD DECKING -INSPECT AND REPLACE AS NECESSARY

---------------

-SEE UNIT PRICES

NEW T-METAL 26 GA COIL-COATED DRIP EDGE -COLOR TO MATCH EXISTING TRIM METL AND SOFFIT-LAP SELF-ADHERING UNDERLAYMENT ON TOP OFDRIP EDGE

1/ NEW GUTTER

---------jf---- EXISTING WD. FRAMING

--+----- EXISTING TRIM METAL TO REMAIN

------+----- EXISTING FASCIA BOARD TO REMAIN

------------===ill--l-l--::_--::_--:_--:_-::_-::_-::_-::_-::_-:_-:_-=_-=_-=_-=_-::_-::_-::_-::_-::_-::_-::_-=._,T---EXISTING VENTED MTL. SOFFIT TO REMAIN

0 G UTTER/ D RIP EDGE 6--- -6" = 1'-0"

ASPHALT SHINGLE STARTER STRIP ------USE MANUF PREMANUF STRIP OR CUT

SHINGLE STRIPS FROM STOCK SHINGLES ,·, -SET IN 4" WIDE STRIP OF ASPHALT /-' '·,PLASTICE ROOF CEMENT ,,-/ '·,-7

i\.(' "� NEW 30# FELT UNDERLAYMENT ------------...c ,,- ' ·,"-, -2" SIDELAP / 4" ENDLAP _,-/' ',, -TACK IN PLACE WITH MIN. NUMBER OF t•,

(,,-

FASTENERS ,,-· ' �-·

J

' /

UNDERLAYMENT- ----,;7"",,--------1 COURSE UP FROM EDGE

-2" SIDELAP / 4" ENDLAP-LAP AND SEAL ON TOP OF DRIP EDGE

NEW SHT. MTL. RAKE EDGE __ ___,.-INSTALL ON TOP OF UNDERLAYMENT

CEMENT RAKE SHINGLES TO -------UNDERLAYMENT AND EACH OTHER IN A

4" WIDE STRIP OF ASPHALT PLASTIC ROOF CEMENT

NEW SHT. MTL. DRIP EDGE ----INSTALL UNDERLAYMENT OVER TOP OF

MTL.AND SEAL

G)_�_o�CAL_1�_G

_L

_E

_1_N

_sT

_A

_L

_LA

_T

_1_o_N __ _

I

INSTALL SHINGLES WITH A 4-NAIL PATTERN

-LOCATE FASTENERS PER MANUF.WRITTEN INSTRUCTIONS

-DO NOT OVERDRIVE OR UNDERDRIVEFASTENERS

-USE ONLY ZINC COATED STEELFASTENERS

-FASTENER SHOULD BE LONG ENOUGHTO JUST PENETRATE DECK

-EXISTING DECK APPEARS TO BE 3/4"PL YWD. (FIELD VERIFY)

HEMMED EDGE -BOTH SIDES OF VALLEY

METAL CLIPS@ 12" O.C. -----APPROX. 2" W

BEND CLIP BACK TO COVER FASTENERS

-2 FASTENERS PER CLIP

--- CENTER FULL WIDTH ROLL OF SELF ADHERING UNDERLAYMENT IN VALLEY -6" ENDLAP

I__----- LAP VALLEY METAL 12" MIN. AND SET INASPHALT PLASTIC CEMENT

0

--- 24 GA COIL-COATED VALLEY METAL --- -20" WIDE, CENTERED ON VALLEY

-DO NOT NAIL THROUGH VALLEY METAL

_____ UNDERLAYMENT TACKED IN PLACE -INSTALL FROM THE EAVE UP TO THE RIDGE (SHINGLED)-2" SIDELAP / 4" ENDLAP-NOT SHOWN FOR DRAWING CLARITY

EXTEND SHINGLES 4" MIN. OVER VALLEY METAL

-- CROP CORNER SHINGLES AS SHOWN

OPEN VA LLEY SHT_ MTL_ FLA SHING NO SCALE

GENERAL ROOFING NOTES: CONTRACTOR MUST ENSURE PROPER NAILING OF SHINGLES AND ASSOCIATED MATERIALS. HAND DRIVEN NAILS ARE PREFERRED AS IT REQUIRES EACH NAIL TO BE DIRECT DRIVEN. IF PNEUMATIC OR ASSISTED NAIL GUNS OR EQUIPMENT IS USED CONTRACTOR SHALL NOT OVERDRIVE OR UNDERDRIVE OR CROSSDRIVE NAILS. UNDER/OVER DRIVEN NAILS WILL BE REJECTED. ANY NAILING PRACTICE THAT DAMAGES THE SHINGLE MATERIAL(S) SHALL BE REJECTED AND REMOVED/REPLACED AT NO COST TO THE OWNER. WORK IS SUBJECT TO UNANNOUNCED SITE VISITS TO REVIEW WORK IN PROGRESS AT ANY POINT DURING CONSTRUCTION.

/ SHINGLE SIZE, EXPOSURE AND FASTENER LOCATIONS WILL VARY WITH MANUF. -INSTALL PER MANUF. WRITTENINSTRUCTIONS.

\/

- - -

0 SHINGLE FA STENING 2--- -NO SCALE

UNDERLAYMENT--~ -2" SIDELAP / 4" ENDLAPS

-TACK IN PLACE WITH MIN. NUMBER OF FASTENERS

NEW ASPHALT SHINGLES --, -START FROM EITHER RAKE AND LAY ACROSS ROOF

-MAINTAIN MANUF. RECOMMENDED EXPOSURE

0 SHINGLE COURSING 4 ---NO SCALE

EXISTING PL YWD. DECK -------INSPECT AND REPLACE AS NECESSARY

-SEE UNIT PRICES

NEW SELF-ADHERING UNDERLAYMENT ----1 COURSE UP FROM EDGE

-2" SIDELAP / 4" ENDLAP-LAP AND SEAL ON TOP OF DRIP EDGE

NEW SHT. MTL. DRIP EDGE ----INSTALL UNDERLAYMENT OVER TOP OF

MTL. AND SEAL

NO SCALE

UN DERLA YMENT INSTA LLA TION

I 10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON, GOVERNOR


tf

erc8inc. J•ff•rson CT+y. MTssourl

Missouri Certiricale of Authority 000143 Exp.12/31/2019

631 West Main Street, Jefferson City, MO 65101 573,636.5000


REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT#

SITE#

ASSEST#

02006-01

1014

3101014001

REVISION:�----DATE:




CAD DWG FILE:A-301.DWG ORA WN BY: LRM CHECKED BY: """"L�B�

----

DESIGNED BY: �L=RM=----

SHEET TITLE:

ROOF DETAILS

SHEET NUMBER:

A-30108 OF 09 SHEETS

A

B

C

D

E

F

G

H

J

K

2 3 4 5

UP-SLOPE SHINGLES BEYOND --------

NEW TPO ADHERED TO EXISTING PLYWD. -------======;;�==ll-11SHEATHING

URETHANE SEALANT

:==

==��==:==�;;;::=�e

-TOOL TO ALLOW FOR WATER RUN-OFF------.... ELASTOMERIC SEALANT TAPE

6 7 8 9 NOTES:

10 11

1. DO NOT USE ROOFING CEMENT TO PRIME THEPIPE PENETRATION

2. DRAWINGS DEPICT A CURB PRODUCT BASEDON "CHEMCURB" PRODUCED BY CHEMLINK, INC.CONTRACTOR IS TO SUBMIT ALL SUBSTITUTIONSFOR APPROVAL PRIOR TO INSTALLATION.

12 13 14 15

..,.----- EXISTING DOCK AREA ROOF STRUCTURE

-------CLEAN STL. PIPE COL. THOROUGHLY

-------M-1 STRUCTURAL SEALANT OR EQUIV. ALUM. TERMINATION BAR AND SEALANT AT -----

BASE OF EPDM WALL FLASHING -'k----····· .... ··--··-···-··· ····-···-······ .... .c •••••• •••••••• -------- -· •••••••••••••••••••••• •• -··········· --··-···---PRIME TO A MIN. OF 3" ABOVE ASPHALT SHINGLE ROOF

NEW 26 GA COIL-COATED 1-PIECE COUNTER -------FLASHING - SURFACE MTD.

NEW 26 GA COIL-COATED STEP FLASHING --�-SEAL ALL JOINTS

NEW ASPHALT SHINGLES----... -SET EDGE SHINGLES IN ASPHALT PLASTIC CEMENT

PRE-PUNCH ALL NAIL HOLES ------.__ -ELONGATE HOLES TO ALLOW FOR MOVEMENT

UNDERLAYMENT----... -INSTALL UNDER COUNTER FLASHING

-2" SIDE LAP / 4" ENDLAP

EXISTING PL YWD. ROOF DECK -INSPECT AND REPLACE AS NECESSARY

-SEE UNIT PRICES

EXISTING TRUSS AND STICK FRAMING ---------------

w ()

_J

() "' � cc

0STEP FLASHING@ TPO S ID EW ALL6""' 1'--0"

INSTALL PERIMETER SAFETY RAILING SYSTEM, PER ROOF HATCH MANUFACTURER. TYPICAL.

ACCESS GATE

0 ��CESS HATCH REPLACEMEN T

EXISTING CURB CONSTRUCTION

EXISTING SUBSTRATE BELOW--/ PROVIDE NEW BASE AND WALL FLASHING MEMBRANES. TYPICAL.

f---MECHANICAL UNIT

e----�"ETAL COUNTERFLASHING FASTEN W/ EPDM WASHERED FASTENERS (12" 0.C.)

---FTR FLASHING (FULLY ADHERED)

GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.)

ROOF TOP UNIT OR SKYLIGHT

TPO WASHERED FASTENER AS REQUIRED

�-MEMBRANE FLASHING ADHERED WITH MANUFACTURER'S RECOMMENDED ADHESIVE

PREMOLDED CORNER HOT AIR WELD

�MEMBRANE FTR ALUMINUM TERMINATION/ RESTRAINT BAR FASTENED WITH APPROVED FASTENERS(6" 0.C.) NEW HD COVER BOARD

0 �;U CURB FLASHING D ETA ILS

I I I

// i

1fr

REPLACE EXISTING ROOF HATCH UNIT WITH HIGHER ROOF CURB MEETING MINIMUM CURB HEIGHT STANDARDS AS SET BY ROOFING MANUFACTURER AND SPECIFICATIONS. 3'-1"X3'-7" ROOF HATCH.

REMOVE MIN. COVER BOARD AND EXISTING DECKING AS REQUIRED AT PERIMETER OF ROOF HATCH HOUSING AND ATTACHMENT LOCATIONS. FOAM-IN-PLACE INSULATION AS REQUIRED TO FILL DEMOLITION VOIDS. PREPARE TO RECEIVE NEW TPO MEMBRANE UP FACE OF HATCH CURB UNDER CAP/CURB FLASHING.

PROVIDE TELESCOPIC LADDER ASSIST SAFETY POLE. INSTALL TO ONE SIDE.

VENT SEALANT

BOOT

SEALANT

EXISTING STRUCTURE

TYPICAL PVC ROOF VENTILATION STACK DETAIL. PROVIDE PER MANUFACTURERS RECOMMENDATIONS PER SYSTEM BEING INSTALLED.

G �PICAL VENT STACK BOOT

2" 2" MIN.

---- FILL CURB WITH 1-PART POURABLE SEALANT

----URETHANE SEALANT CURB OR EQUIV. -ADHERE TO SHINGLES IN A HEAVYBEAD OF M-1 STRUCTURAL SEALANT-FILL ALL GAPS

---- TROWEL-IN SEALANT AT EXTERIOR PERIMETER OF CURB FOR ADDITIONAL PROTECTION

---- NEW ASPHALT LAMINATED SHINGLES -SET EDGE SHINGLES IN ASPHALT PLASTIC CEMENT

,,-- UNDERLAYMENT -INSTALL UNDER EXISTING SIDEWALL MTL. FLASHING-2" SI DELAP / 4" ENDLAP

---------EXISTING PLYWD DECKING -INSPECT AND REPLACE AS NECESSARY-SEE UNIT PRICES ------.l---�----�:=============== EXISTING 3" SQ. TUBE STL PIPE COLUMNSUPPORTING DOCK AREA ROOF TO REMAIN

EXISTING WD. FRAMING

�-----

-

0 CON D UITS/ P IPE SUPPORT PEN ET RAT ION FLASHING 3""' 1'-0"

�

NEW ASPHALT SHINGLES BEYOND

EXISTING PL YWD SHEATHING

--------

------

------

�

� '

/

EXISTING SHT. MTL. WALL PANELS TO REMAIN

EXISTING SHT. MTL. WALL PANEL CLOSER STRIP W/ DRIP TO REMAIN

NEW ASPHALT LAMINATED SHINGLES -HAND NAILED-SET EDGE SHINGLES IN ASPHALT PLASTIC CEMENT

EXISTING SHT. MTL. SIDEWALL FLASHING TO REMAIN

NEW SELF-ADHERING UNDERLAYMENT -INSTALL UNDER EXISTING SIDEWALL MTL. FLASHING-2" SI DELAP / 4" ENDLAP

EXISTING PL YWD DECKING -INSPECT AND REPLACE AS NECESSARY-SEE UNIT PRICES

---._ _______ EXISTING WD. FRAMING

0��---�-._! .. N_G_LE_ T _O_S_ ID_ E_ W_ A_ L_L ___ _

-----------EXISTING SHT. MTL WALL PANEL CLOSER STRIP W/ DRIP TO REMAIN

--------- NEW CAP SHINGLE -ADHERE IN ASPHALT PLASTIC CEMENT-DO NOT NAIL

!!!ii,��,---- NEW SELF-ADHERING UNDERLAYMENT -INSTALL UNDER EXISTING SIDEWALL MTL. FLASHING-2" SIDELAP / 4" ENDLAP

�--------- EXISTING PL YWD DECKING -INSPECT AND REPLACE AS NECESSARY-SEE UNIT PRICES

...__ _______ EXISTING WD. FRAMING

0��---�-._! .. N_G_LE_T_O_H_E_A _D _W _ A_L_L __ _

I

16 17 18

--------- NEW 26 GA COIL-COATED RIDGE FLASHING

____.-----CAPPED, GASKETED FASTENERS@ 12" O.C.

,,--- NEW 24 GA GALV. CLEAT -FASTEN NEAR LOWER EDGE @ 12" O.C. W/ BARBEANNULAR, OR RING-SHANKED NAILS

.,.---NEW CAP SHINGLE -SET IN ASH PAL T PLASTIC CEMENT-DO NOT NAIL

.,.---UNDERLAYMENT -EXTEND UP AN OVER RIDGE AND SECURE W/PLATED FASTENERS

�=------ EXISTING PLYWD DECKING-INSPECT AND REPLACE AS NECESSARY-SEE UNIT PRICES

ffitft-------------------- SEALANT PER MANUF.-TOOL TO FACILITATE WATERRUN-OFF

filtft-------------------- NEW ALUM. TERMINATION BAR.-FASTEN PER MANUF. WRITTENINSTRUCTIONS

mt111t------------------- NEW 60 MIL TPO MEMBRANE ADHERED TO PL YWD SHEATHING

mm1r------=:::::,,,"-s:C:::--------------- NEW 26 GA COIL-COATEDCOUNTER-FLASHING -4" MIN. W/ 1/2" DRIP EDGE

1n----_______ __:::::::,,_c;::-______ EXISTING PL YWD SHEATHING-INSPECT AND REPLACE AS NECESSARY

1/ -SEE UNIT PRICES

�------- EXISTING WD. FRAMING

0-�-__ 11

_�..,;.G _E _F _L _A..,;.S _H_IN _G'"--____ _

,,-------- EXISTING WD. FRAMING

ffiTI11r---------=-----j_ ______ NEW 60 MIL TPO MEMBRANE ADHERED TOPLYWD SHEATHING

:?litttttt--------------1-------POLYURETHANE SEALANT -TOOL TO FACILITATE WATERRUN-OFF

l==lllttttt--;,-------------1------- ELASTOMERIC SEALANT TAPE@PERIMETER OF LOUVER FRAME

✓n=IIHH11,rc:::::::::::--------=::::::::=:=:=;;:=::j..------ NEW 26 GA COIL-COATEDCOUNTER-FLASHING -4" MIN. W/ 1/2" DRIP EDGE

1r---______ j_ ______ EXISTING ATTIC VENT. J -REMOVE AND REINSTALL AFTER EPDM ISINSTALLED

�---- INSTALL NEW CAPPED, GASKETED FASTENERS@ ATTIC VENTILATION LOUVERS

---.._ ____ EXTEND NEW TPO FLASHING INTO OPENING AND SECURE TO FRAMING

REPLACE JAMB/SILUHEAID FRAMING AS REQUIRED FOR COMPLETE INSTALLATION 0 �-��F VEN T FL ASHING

TPO OVER TOW UNDER COPING/FLASHING OR TO 1B" TERMINATION

BONDING ADHESIVE

EXTEND MEMBRANE�• PAST BAR

MANUFACTURER'S FASTENER AND HD @ 12" (305 mm)

WELDED SPLICE (UT-LS-1 OR 2)

TPO MEMBRANE

TPO BONDING ADHESIVE HD COVERBOARD

0 TPOT IE-IN 1--- -

6" = 1'-0"

10-01-2020

STATE OF MISSOURI

MICHAEL L PARSON,

GOVERNOR


..lVL

¥'1ftilecls l8nC8inc.

J•ff•rsc:in City, Missouri Missouri Certificate of Authority

000143 Exp.12/31/2019 631 West Main Street, Jefferson City, MO 65101

573.636.5000


REPLACE ROOF



3605 MISSOURI BLVD

JEFFERSON CITY, MO

PROJECT#

SITE#

ASSEST#

02006-01

1014

3101014001

REVISION:'------

DATE:

REVISION:·------DATE:

REVISION:�-----DATE:. _____ _


CAD DWG FILE:A-302.DWG DRAWN BY: LRM CHECKED BY: �L�B�----DESIGNED BY: LRM ------

SHEET TITLE:

ROOF DETAILS

SHEET NUMBER:

A-30209 OF 09 SHEETS

Documents

EPL - Missouri