RFB943500-01 - HCR Roof Replacement - Drawings.pdf

ALIGN

GLAZING TYPE

ROOF PITCH

DOOR NUMBER

CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

SLOPE: 1/4"

SLOPE/ROOF SLOPE

WALL SECTION

INTERIOR ELEVATION

COLUMN GRID

ELEVATION

REVISION NOTE

ENLARGED CALLOUT

ROOM DESIGNATION

BREAK LINE

DETAIL #

SHEET #

DETAIL #

SHEET #

A8.1

EXTERIOR ELEVATION

DETAIL #

SHEET #

A8.1

A8.1

A8.1

BUILDING SECTION

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

DETAIL #

SHEET #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

0"

-6" CHANGE IN LEVEL

ALIGN

ARCHITECTURE

ROOM

NAME

CASEWORK TYPE AL1

DEMOLITION KEYNOTE

TOILET ACCESSORY

WALL TYPE

KEYNOTE#.#

D#.#

T#

B#

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

ABBREVIATIONS

CL

INSUL INSULATION

JT JOINT

L/S LANDSCAPE

LB(S) POUND(S)

LF LINEAR FEET (FOOT)

LT LIGHT

LTTR LONG-TERM THERMAL

RESISTANCE

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR INSTALLED

OFCR OWNER FURNISHED,

CONTRACTOR ROUGH-IN

OFOI OWNER FURNISHED,

INSTALLED BY OTHERS

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PERIM PERIMETER

PFIN PREFINISHED

PL PLATE

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PT PRESSURE TREATED

PTD PAINTED

PWR POWER

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET (FOOT)

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD(S)

T/O TOP OF

T&G TONGUE AND GROOVE

TRTD TREATED

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

W WEST

WD WOOD

WH WATER HEATER

WT WEIGHT

GENERAL

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CEM CEMENT(ITIOUS)

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED,

INSTALLED BY OTHERS

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER(ED)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EX/EXIST EXISTING

EXJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

GROUP

G R

O U

P

PROJECT NO.: DATE:

LOCATION MAP

IMAGE © < COPYRIGHT NOTICE >

14225 University Avenue, Suite 110 - Waukee, Iowa 50263 - Phone: (515) 225-3469 / info@f-w.com

/1

/2

:2 :0

P

M

0241298.00

HONEY CREEK RESORT -

LODGE ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

D A

S P

R O

J E

C T

.0

100% CD SET

H O

N E

Y C

R E

E K

R E

S O

R T

L O

D G

E R

O O

F R

E P

L A

C E

M E

N T

DRAWING LIST

*CO COVER

ARCHITECTURAL

A0.1 GENERAL INFORMATION

A2.1 ROOF PLAN

A2.2 ROOF PLAN - AREAS A AND B1

A2.3 ROOF PLAN - AREAS B2 AND C1

A2.4 ROOF PLAN - AREA C2

A3.1 EXTERIOR ELEVATIONS

A3.2 EXTERIOR ELEVATIONS

A3.3 EXTERIOR ELEVATIONS

A3.4 EXTERIOR ELEVATIONS

A3.5 EXTERIOR ELEVATIONS

A7.1 ROOF DETAILS

MECHANICAL

MD1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M0.1 GENERAL INFORMATION

M1.1 FIRST FLOOR MECHANICAL PLAN

12633 Resort Dr, Moravia, Iowa 52571

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE

LAWS OF THE STATE OF IOWA.

Wade C. Ross

03/10/2025

12/31/2025

All "M" Series Sheets

M0.1 GENERAL INFORMATION

MD1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

Sarah L. Huston

03/10/2025

06/30/2026

A-Series Sheets

DRAWING LIST

*CO COVER

ARCHITECTURAL

AD2.1 ROOF DEMOLITION PLAN

A2.1 ROOF PLAN

A2.2 ROOF PLAN - AREAS A AND B1

A2.3 ROOF PLAN - AREAS B2 AND C1

A2.4 ROOF PLAN - AREA C2

A3.1 EXTERIOR ELEVATIONS

A3.2 EXTERIOR ELEVATIONS

A3.3 EXTERIOR ELEVATIONS

A3.4 EXTERIOR ELEVATIONS

A3.5 EXTERIOR ELEVATIONS

A7.1 ROOF DETAILS

A7.2 ROOF DETAILS

MECHANICAL

MD1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

M0.1 GENERAL INFORMATION

M1.1 FIRST FLOOR MECHANICAL PLAN

M0.1 GENERAL INFORMATION

MD1.1 FIRST FLOOR MECHANICAL DEMOLITION PLAN

A. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED – COORDINATE WITH NEW CONSTRUCTION

B. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS, ACCESSORIES, AND APPURTENANCES AS

NECESSARY.

C. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED. CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE DEMOLISHED TO ACCOMMODATE NEW WORK.

D. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL SALVAGE AS DESIGNATED BY THE OWNER'S

REPRESENTATIVE.

E. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL SALVAGE ITEMS.

F. EXISTING ITEMS, EQUIPMENT, ROOF PENETRATIONS, ETC, TO REMAIN IN PLACE SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING

DEMOLITION AND CONSTRUCTION.

G. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION.

H. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY STRUCTURE TO REMAIN.

I. REMOVAL OF EXISTING HVAC TO INCLUDE DUCTWORK, HANGERS, GRILLES, DIFFUSERS, ETC. SEE MECHANICAL DRAWINGS.

J. REMOVAL OF EXISTING ELECTRICAL SYSTEMS TO INCLUDE CONDUIT, BOXES, WIRE, CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS AND LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS.

K. HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO; ASBESTOS AND/OR LEAD PAINT, IS ENCOUNTERED ON THE PROJECT SITE, THE OWNER SHALL ENGAGE A TESTING COMPANY TO IDENTIFY AREAS AND PROVIDE APPROPRIATE ABATEMENT. DEMOLITION

CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH ABATEMENT CONTRACTOR.

DEMOLITION GENERAL NOTES

EXISTING SOLAR PANELS

- REMOVE AND SALVAGE FOR

REINSTALLATION

ALTERNATE NO. 1 - DEMOLISH ALL EXISTING ASPHALT SHINGLE ROOF SYSTEM

DEMOLISH ALL EXISTING ASPHALT

SHINGLE ROOF SYSTEM

DEMOLISH MEMBRANE ROOF

AND PREP TO RECEIVE NEW

ROOF - COORDINATE SCOPE

WITH NEW WORK

DEMO EXISTING GUTTERS

AND DOWNSPOUTS @ AREA A

DEMO EXISTING GUTTERS AND

DOWNSPOUTS @ AREA A

ALTERNATES NO. 1 AND NO. 2

A L

T E

R N

A T

E S

N O

A

N D

N O

DEMOLISH ALL EXISTING ASPHALT

SHINGLE ROOF SYSTEM

REMOVE DETERIORATED

PLYWOOD SUBSTRATE -

CONTRACTOR TO VERIFY

EXTENTS OF DAMAGE

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING

CONSTRUCTION (TYPICAL)

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING

CONSTRUCTION (TYPICAL)

ALTERNATE NO. 2 - ADDITIONAL

GUTTER AND DOWNSPOUTS FOR

AREAS B1 & B2 COORDINATE

WITH EXTERIOR ELEVATIONS

ALTERNATE NO. 2 - ADDITIONAL

GUTTER AND DOWNSPOUTS FOR

AREAS B1 & B2 COORDINATE

WITH EXTERIOR ELEVATIONS

ALTERNATE NO. 2 - ADDITIONAL

GUTTER AND DOWNSPOUTS FOR

AREAS B1 & B2 COORDINATE

WITH EXTERIOR ELEVATIONS

ALTERNATE NO. 2 - ADDITIONAL GUTTER AND DOWNSPOUTS

FOR AREAS B1 & B2 COORDINATE WITH EXTERIOR ELEVATIONS

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING

CONSTRUCTION (TYPICAL)

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN PROTECT

DURING CONSTRUCTION (TYPICAL)

DEMO EXISTING GUTTERS

AND DOWNSPOUTS @ AREA A

A. ALTERNATE NO 1:

ROOF REPLACEMENT OF AREAS B1 AND B2.

A. ALTERNATE NO 2:

ADDITIONAL GUTTERS AND DOWNSPOUTS ON AREAS B1 AND B2

ALTERNATES

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ISSUE:

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/2

:5 :0

P

M AD2.1

ROOF DEMOLITION

PLAN

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

SCALE: 3/64" = 1'-0"

ROOF DEMOLITION FLOOR PLAN 0 84 16

NORTH

PLAN

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

C1B1

NOTE:

AREAS B1 AND B2: SEE ALTERNATES NO. 1 AND NO. 2 FOR SCOPE OF WORK

K. ROOF CONTRACTOR SHALL PROVIDE ALL TEMPORARY WEATHER PROTECTION

NECESSARY TO MAINTAIN A WATERTIGHT BUILDING INTERIOR THROUGHOUT

CONSTRUCTION.

L. ALL ROOF PENETRATIONS TO BE IN COMPLIANCE WITH MANUFACTURER AND NRCA

REQUIREMENTS.

M. PROVIDE NEW FLASHING FOR ALL VENT PIPES AND ROOF PENETRATIONS.

N. ROOFING COMPONENTS MAY VARY DEPENDING ON ROOFING MANUFACTURER.

CONTRACTOR SHALL INSTALL A COMPLETE CODE COMPLIANT AND WARRANTIED

ROOFING SYSTEM BASED ON THE SPECIFIED ROOFING MANUFACTURERS WRITTEN

INSTRUCTIONS AND INSTALLATION GUIDELINES.

O. PROVIDE MINIMUM 15’-0” CLEARANCE FROM ANY INTAKE FOR ALL EQUIPMENT AND

VENT STACKS. ALERT DESIGN PROFESSIONAL OF ANY CONFLICTS PRIOR TO

CONSTRUCTION.

P. ONCE ROOF WORK BEGINS, THE CONTRACTOR IS ACCEPTING ALL CONDITIONS AND

WILL BE RESPONSIBLE FOR ALL DEMOLITION AND NEW WORK REQUIRED TO

PROVIDE A WATERTIGHT ROOF SYSTEM.

Q. EXISTING GUTTERS AND DOWNSPOUTS SHALL REMAIN EXCEPT WHERE INDICATED.

REMOVE, SALVAGE, AND REINSTALL AS REQUIRED FOR NEW WORK.

R. THE CONTRACTOR SHALL ENSURE THAT UPON COMPLETION OF ROOF WORK, ALL

GUTTERS, DOWNSPOUTS AND ROOF DRAINS ARE CLEAN AND CLEAR OF DEBRIS TO

PROVIDE AN UNOBSTRUCTED, FREE FLOW OF WATER.

S. EXISTING SLOPED ROOF SYSTEM AT AQUATIC CENTER IS A VENTILATED INSULATION

SYSTEM. IF SHEATHING REPLACEMENT IS REQUIRED THE NEW SHEATHING AND

ASSOCIATED BLOCKING SHALL MATCH THE PROPERTIES OF THE EXISTING SYSTEM.

T. REPLACEMENT OF INSULATED VENTILATION BLOCKING SPACING SHALL MEET

PRODUCT REQUIREMENTS AND NEGATE SAG/SOFT SPOTS.

ROOF GENERAL NOTES

A. ALL DIMENSIONS AND SLOPES SHALL BE FIELD VERIFIED.

B. ALL ROOF SURFACES TO SLOPE AT A MINIMUM 1/4" PER FOOT UNLESS OTHERWISE

NOTED OR SHOWN.PROVIDE TAPERED INSULATION WHERE INDICATED OR REQUIRED

TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS AT A MINIMUM 1/4" PER FOOT.

TAPERED INSULATION LAYOUT AS SHOWN IS TO COMMUNICATE GENERAL DRAIN

STRATEGY - ACTUAL AMOUNT MAY VARY.

C. ALL ROOF AREAS MUST HAVE POSITIVE DRAINAGE UNLESS SHOWN OTHERWISE. NO

PONDING OF WATER OVER 1/8" IN DEPTH WILL BE ACCEPTABLE AT ROOF DRAINS.

D. MAINTAIN ALL EXISTING ROOF SLOPES AND ROOF DRAIN LOCATIONS. NEW

COVERBOARD SHALL BE INSTALLED AS NOT TO DISRUPT EXISTING ROOF SLOPES OR

CRICKETS.

E. ALL ROOF MOUNTED MECH UNITS SHALL REMAIN IN PLACE UNLESS NOTED

OTHERWISE.

F. LOCATE AND PROTECT ALL EXISTING ROOF MOUNTED PIPING, GAS LINES, AND

ELECTRICAL CONDUIT.

G. CONTRACTOR SHALL VISUALLY INSPECT ALL EXISTING SUBSTRATE ONCE EXISTING

SHINGLES/MEMBRANE ARE REMOVED, AND REPORT ANY EVIDENCE OF WATER OR

LEAKS.

H. INCLUDE REMOVAL AND REPLACEMENT OF 3,200SF OF SHEATHING IN QUOTE FOR

ANY POTENTIAL PLYWOOD SHEATHING REPAIR THAT IS REQUIRED FOR NEW

CONSTRUCTION. SEE SPECS AND BID FOR FOR MORE INFORMATION.

I. PROVIDE UNIT PRICE PER SHEET FOR POTENTIAL PLYWOOD SHEATHING REPLAIR

BEYOND ALLOWANCE.

J. COORDINATE ALL ROOF PENETRATION REQUIREMENTS, INCLUDING THOSE THAT

MAY NOT BE SHOWN, WITH ROOFING CONTRACTOR, AND MECHANICAL/ELECTRICAL

DRAWINGS.

A3.2

A3.5

A3.1

A3.1

A3.2

A3.4

A3.

A3.

A3.

A3.

A3.3

ROOF - ASPHALT SHINGLES

(TYPICAL)

ROOF - ASPHALT SHINGLES

(TYPICAL)

ROOF - ASPHALT SHINGLES

(TYPICAL)

SALVAGE AND REINSTALL

EXISTING SOLAR PANELS

ROOF - EPDM

MEMBRANE ROOF

EXISTING MEMBRANE

ROOF TO REMAIN

ROOF - ASPHALT SHINGLES

(TYPICAL)

ROOF - ASPHALT SHINGLES

(TYPICAL)

ALTERNATES NO. 1 AND NO. 2

NEW 5x5 GUTTER

4"x5" PREFINISHED CLOSED

FACE DOWNSPOUT

DN

DN

DN

DN

DNDN

DN

DN

DN

DN

NEW 5x5 GUTTER

A L

T E

R N

A T

E S

N O

A

N D

N O

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

DN DN DN DN DN DN DN DN DN DN DN DN

DNDNDNDNDNDNDNDN

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

ROOF CURB INFILL

ALTERNATE NO. 1 - ROOF -

ASPHALT SHINGLES (TYPICAL)

ALTERNATE NO. 1 - ROOF -

ASPHALT SHINGLES (TYPICAL)

ALTERNATE NO. 1 - ROOF -

ASPHALT SHINGLES (TYPICAL)

4"x5" PREFINISHED

CLOSED FACE

DOWNSPOUT

ROOF - ASPHALT SHINGLES

(TYPICAL)

ROOF - ASPHALT SHINGLES

(TYPICAL)

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

CRICKETED AREA MINIMUM 1/2:12 SLOPE

INDICATES ROOF SLOPE/PITCH

NEW RIDGE VENT

WALL BELOW

SLOPE: 1/4"

ROOF PLAN LEGEND

A. ALTERNATE NO 1:

ROOF REPLACEMENT OF AREAS B1 AND B2.

A. ALTERNATE NO 2:

ADDITIONAL GUTTERS AND DOWNSPOUTS ON AREAS B1 AND B2

ALTERNATES

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GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

14225 UNIVERSITY AVENUE, SUITE 110

WAUKEE, IOWA 50263

(515) 225-3469 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:5 :5

P

M A2.1

ROOF PLAN

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

0 84 16

NORTH

PLAN

SCALE: 3/64" = 1'-0"

ROOF PLAN

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

C1B1

A3.2

A3.5

A3.1

A3.1

10" / 12" 10" / 12"

10" / 12" 10" / 12"

10" / 12" 10" / 12"

5" / 12"

5" / 12"

5" / 12"

5" / 12"

3" / 12" 3" / 12"

5" / 12"

5" / 12"

"1

10" / 12" 10" / 12"

10" / 12"10" / 12"10" / 12"10" / 12"

10" / 12" 10" / 12"

10" / 12" 10" / 12"

11'-9" 13'-11" 18'-6" 23'-6" 18'-6" 13'-11" 8'-4" 13'-11" 18'-6" 13'-4" 24'-10" 13'-4" 18'-6" 13'-11" 8'-1"

33'-0" 23'-9" 33'-0"

11'-9" 88'-4" 8'-4" 116'-4" 8'-1"

10" / 12"10" / 12" 10" / 12"10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12"10" / 12" 10" / 12"10" / 12"10" / 12"10" / 12" 10" / 12"10" / 12"10" / 12"

10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12" 10" / 12"

88'-4" 116'-4"

13'-11" 18'-7" 13'-3" 24'-10" 13'-3" 18'-7" 13'-11"3'-9" 10'-2" 18'-7" 10'-1" 3'-2" 10'-1" 18'-7" 10'-2" 3'-9"

A3.2

A7.1

A7.1

A7.1

REMOVE AND REINSTALL

EXISTING SOLAR PANELS AT

SAME LOCATION

REMOVE AND REINSTALL

EXISTING SOLAR PANELS AT

SAME LOCATION

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTION MEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTIONMEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTION MEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

NEW SHINGLES OVER ROOFING UNDERLAYMENT -

INSTALL SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE - EXTEND 2' MINIMUM BEYOND INSIDE

FACE OF WALL BELOW (TYPICAL)

A7.1

A7.1

A7.1

EXISTING ROOF

PENETRATION EXISTING ROOF

PENETRATION

EXISTING ROOF

PENETRATION EXISTING ROOF

PENETRATION

A7.1

A7.1

A7.1

A7.1

A7.1

NEW SHINGLES OVER

ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE

AND DAM PROTECTION

MEMBRANE ON EXISTING

PLYWOOD ROOF

SHEATHING - INSTALL SELF-

ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF

3:12 SLOPED ROOF

NEW SHINGLES OVER

ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE

AND DAM PROTECTION

MEMBRANE ON EXISTING

PLYWOOD ROOF

SHEATHING - INSTALL SELF-

ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF

3:12 SLOPED ROOF

DS

DS

DS DS DS

DS

10" / 12"10" / 12"10" / 12"10" / 12"

10" / 12" 10" / 12" 10" / 12" 10" / 12"

A7.2

A L

T E

R N

A T

E S

N O

A

N D

N O

ALTERNATES NO. 1 AND NO. 2

NEW 5x5 GUTTER

4"x5" PREFINISHED CLOSED

FACE DOWNSPOUT

NEW 5x5 GUTTER

DN

DN

DN

DN

DNDN

DN

DN

DN

DN

B A

S E

-B

ID

DN DN DN DN DN DN DN DN DN

DNDNDNDNDN

ALTERNATE NO. 2 - NEW PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS TO REMAIN (TYPICAL)

A7.2

A7.2

A7.2

A7.2

RIDGE VENT

(TYPICAL)

RIDGE VENT

(TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS TO REMAIN (TYPICAL)

RIDGE VENT

(TYPICAL)

4"x5" PREFINISHED CLOSED

FACE DOWNSPOUT

NEW 5x5 GUTTER

NEW 5x5 GUTTER

SIM.

SIM.

NEW SOFFIT CONTINUOUS

INTAKE VENT

NEW SOFFIT CONTINUOUS

INTAKE VENT

NEW SOFFIT CONTINUOUS

INTAKE VENT

NEW SOFFIT CONTINUOUS

INTAKE VENT

NEW SOFFIT CONTINUOUS

INTAKE VENT

NEW SOFFIT CONTINUOUS

INTAKE VENT

ALTERNATE NO. 2 - NEW PREFINISHED DOWNSPOUTS TO

MATCH EXISTING DOWNSPOUTS TO REMAIN (TYPICAL)

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION

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P

M A2.2

ROOF PLAN - AREAS

A AND B1

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

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

ROOF PLAN - AREA A AND AREA B1 (ALTERNATES NO. 1 AND NO. 2)

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

NOTE:

AREAS B1 AND B2: SEE ALTERNATES NO. 1 AND NO. 2 FOR SCOPE OF WORK

0 84 16

NORTH

PLAN

10" / 12"10" / 12"

10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12" 10" / 12"

10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12"10" / 12"10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12"10" / 12"

10" / 12"

10" / 12" 10

2"

2"

10" / 12"

10" / 12"10

2"

2"

8'-1" 88'-4" 13'-6" 80'-0"

12'-0" 12'-0"

44'-0"

13'-11" 18'-6" 23'-6" 18'-6" 13'-11"

13'-6" 80'-0"

13'-10" 18'-7" 23'-5" 18'-7" 14'-0"

8'-1" 88'-4"

30'-0" 20'-0" 30'-0"

A3.4

A3.3

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTION MEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTION MEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

NEW SHINGLES OVER ROOFING UNDERLAYMENT -

INSTALL SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE - EXTEND 2' MINIMUM BEYOND INSIDE

FACE OF WALL BELOW (TYPICAL)

A7.1

A7.1

EXISTING ROOF

PENETRATION

EXISTING ROOF

PENETRATION

A7.1

A7.1 _____8

A7.1

A7.1

A7.1

A7.1

A7.2

ALTERNATE NO. 2 - NEW

PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS TO

REMAIN (TYPICAL)

ALTERNATES NO. 1 AND NO. 2

BASE-BID

DN DN DN DN

DNDNDNDN

ALTERNATE NO. 2 - NEW

PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

RIDGE VENTS

(TYPICAL)

NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-

ADHERING ICE AND DAM

PROTECTION MEMBRANE - EXTEND

2' MINIMUM BEYOND INSIDE FACE

OF WALL BELOW (TYPICAL)

RIDGE VENTS

(TYPICAL)

ALTERNATE NO. 2 - NEW

PREFINISHED DOWNSPOUT TO

MATCH EXISTING DOWNSPOUTS

TO REMAIN (TYPICAL)

NEW SHINGLES OVER ROOFING

UNDERLAYMENT

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

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/2

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P

M A2.3

ROOF PLAN - AREAS

B2 AND C1

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

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

ROOF PLAN - AREA B2 (ALTERNATES NO. 1 AND NO. 2) AND AREA C1

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

NOTE:

AREAS B1 AND B2: SEE ALTERNATES NO. 1 AND NO. 2 FOR SCOPE OF WORK

0 84 16

35'-0"27'-2"6'-11"28'-6"12'-1"28'-6"12'-0"27'-2"16'-0"

193'-3"

10" / 12" 10" / 12"

/2

/2

10" / 12" 10" / 12"

5" / 12"

5" / 12"

5" / 12"

5" / 12"

5"

5"

10" / 12"

10" / 12"

104'-11"104'-8"

209'-6"

19'-0"

A3.3

A3.3

A3.4

A3.4

17'-0"

EPDM MEMBRANE OVER

1/2" COVERBOARD

EXISTING MEMBRANE

ROOF TO REMAIN

NEW SHINGLES OVER ROOFING UNDERLAYMENT - INSTALL

SELF-ADHERING ICE AND DAM PROTECTION MEMBRANE -

EXTEND 2' MINIMUM BEYOND INSIDE FACE OF WALL BELOW

(TYPICAL)

NEW SHINGLES OVER ROOFING UNDERLAYMENT

- INSTALL SELF-ADHERING ICE AND DAM

PROTECTION MEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

NEW SHINGLES OVER ROOFING

UNDERLAYMENT

- INSTALL SELF-ADHERING ICE AND DAM

PROTECTION MEMBRANE - EXTEND 2'

MINIMUM BEYOND INSIDE FACE OF WALL

BELOW (TYPICAL)

A7.1

A7.2

A7.2

A7.2

A7.2

A7.2

A7.2

A7.2

A7.1 _____1

A7.1

A7.1 _____2

A7.1

A7.1

A7.1

A7.1

A7.2

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER

SELF-ADHERING ICE AND DAM PROTECTION MEMBRANE

ON EXISTING PLYWOOD ROOF SHEATHING - INSTALL

SELF-ADHERING ICE AND DAM MEMBRANE ON

ENTIRETY OF 2 1/2:12 SLOPED ROOF

52'-0"

1/4" / 12"

1/4" / 1 2"

1/4" / 12"

1/4" / 12"

1/2"

1/2"

CRICKET WITH 1/2" SLOPE AWAY

FROM EXISTING ROOF HATCH

CRICKET WITH 1/2"

SLOPE AWAY FROM

EXISTING ROOF CURB

EXISTING EQUIPMENT

REMOVE AND REPLACE

PLYWOOD SHEATHING

APPROX. LOCATION SHOWN

REMOVE AND REPLACE

PLYWOOD SHEATHING

APPROX. LOCATION

SHOWN

NEW RTU ON NEW ROOF

CURB - SEE MECH DWGS

ACHIEVE SLOPE WITH

TAPERED INSULATION

ROOF WALK-PADS

- SEE SPECIFICATIONS

INSTALL ICE AND DAM

PROTECTION MEMBRANE OVER

THIS ENTIRE ROOF PLANE

INSTALL ICE AND DAM

PROTECTION MEMBRANE OVER

THIS ENTIRE ROOF PLANE

A7.2

ROOF CURB INFILL

RIDGE VENT

(TYPICAL)

RIDGE VENT

(TYPICAL)

RIDGE VENT

(TYPICAL)

EXISTING ROOF DRAIN

ACHIEVE SLOPE WITH

TAPERED INSULATION

NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-

ADHERING ICE AND DAM

PROTECTION MEMBRANE - EXTEND

2' MINIMUM BEYOND INSIDE FACE

OF WALL BELOW (TYPICAL)

RIDGE VENT

(TYPICAL)

A7.2

PROVIDE ADDITIONAL REINFORCING TO

EXISTING TRUSSES WHERE SHEATHING

IS REPLACED - AT THIS LOCATION

PROVIDE ADDITIONAL

REINFORCING TO EXISTING

TRUSSES WHERE SHEATHING IS

REPLACED - AT THIS LOCATION

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION

EXISTING GUTTERS AND DOWNSPOUTS TO

REMAIN - PROTECT DURING CONSTRUCTION

EXISTING GUTTERS AND DOWNSPOUTS TO

REMAIN - PROTECT DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

EXISTING GUTTERS AND DOWNSPOUTS TO

REMAIN - PROTECT DURING CONSTRUCTION

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P

M A2.4

ROOF PLAN - AREA

C2

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

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

ROOF PLAN - AREA C2

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

NOTE:

AREAS B1 AND B2: SEE ALTERNATES NO. 1 AND NO. 2 FOR SCOPE OF WORK

0 84 16

B.O. ROOF

±29'-9"

B.O. ROOF

±9'-7"

LOWER LEVEL

-10'-0"

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE

AND DAM PROTECTIONMEMBRANE - EXTEND 2'

MINIMUM BEYOND INSIDE FACE OF WALL BELOW

(TYPICAL)

NEW SHINGLES OVER ROOFING UNDERLAYMENT -

INSTALL SELF-ADHERING ICE AND DAM

PROTECTIONMEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

A7.1

A7.1

10" / 12" 10" /

2"

5" / 1 2"

5" / 1 2" 5" / 12"

A7.1

A7.1

A7.2

NEW 5x5 PREFINISHED

METAL GUTTER

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

NEW 5x5 PREFINISHED

METAL GUTTER

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

RIDGE VENT (TYPICAL)

A7.1

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

RIDGE VENT (TYPICAL)

A7.1

B.O. ROOF

±41'-6"

A7.1

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

B.O. ROOF

±9'-1"

LOWER LEVEL

-10'-0"

B.O. ROOF

±29'-4"

B.O. ROOF

±32'-8"

B.O. ROOF

±41'-2"

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND DAM

PROTECTIONMEMBRANE - EXTEND 2' MINIMUM BEYOND INSIDE

FACE OF WALL BELOW (TYPICAL)

A7.1

A7.2

10" /

2" 10" / 12"

10" / 12"10" /

2" 5" / 12"5" / 1

2"

10" / 12"10" /

2"

10" /

2" 10" / 12"

3" / 12"

5" / 1 2"

5" / 12"

3" / 12"

REINSTALL SALVAGED SOLAR

PANELS AT SAME LOCATIONS

A7.1

NEW 5x5 PREFINISHED

METAL GUTTER

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

NEW 5x5 PREFINISHED

METAL GUTTER

RIDGE VENT (TYPICAL)

A7.1

A7.1

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAIL 5/A7.2 (TYPICAL

ON AREAS B1 AND B2)

A7.2

NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-

ADHERING ICE AND DAM

PROTECTIONMEMBRANE -

EXTEND 2' MINIMUM BEYOND

INSIDE FACE OF WALL BELOW

(TYPICAL)

A7.2

SIM.

NEW CONTINUOUS

SOFFIT VENTS

NEW CONTINUOUS

SOFFIT VENTS

EXISTING GUTTERS AND

DOWNSPOUTS TO

REMAIN - PROTECT

DURING CONSTRUCTION

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:5 :0

P

M A3.1

EXTERIOR

ELEVATIONS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

SCALE: 1/8" = 1'-0"

AREA - A AND B1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

AREA - A AND B1 WEST ELEVATION

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

A7.1

A7.1

A7.1

B.O. ROOF

±29'-4"

LOWER LEVEL

-10'-0"

B.O. ROOF

±35'-4"

B.O. ROOF

±41'-2"

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTIONMEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

A7.1

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTIONMEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

A7.1

10" /

2" 10" / 12"

10" / 12"10" /

2"

10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" /

2" 10" / 12"

10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" / 12"10" /

2"

10" /

2" 10" / 12" 10" /

2" 10" / 12"

REINSTALL SALVAGED SOLAR

PANELS IN SAME LOCATION

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

DOWNSPOUT TO MATCH EXISTING

DOWNSPOUT TO REMAIN (TYPICAL) - TIE

NEW DOWNSPOUT INTO EXISTING - MODIFY

AS REQUIRED TO MAKE CONNECTION)

ALTERNATE NO. 2 - NEW PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

DOWNSPOUT TO MATCH EXISTING

DOWNSPOUT TO REMAIN (TYPICAL) - TIE

NEW DOWNSPOUT INTO EXISTING - MODIFY

AS REQUIRED TO MAKE CONNECTION)

A7.2

RIDGE VENT

(TYPICAL)

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAILS 5/A7.2

(TYPICAL ON AREAS B1 AND B2)

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAILS 5/A7.2

(TYPICAL ON AREAS B1 AND B2)

RIDGE VENT

(TYPICAL)

RIDGE VENT

(TYPICAL)

A7.2

0.25

0.25

0.25

0.25

0.25

0.25

0.25

0.25

DOWNSPOUT SHALL

NOT BLOCK EXISTING

VENTS (TYPICAL)

DOWNSPOUT SHALL

NOT BLOCK EXISTING

VENTS (TYPICAL)

B.O. ROOF

±9'-1"

LOWER LEVEL

-10'-0"

B.O. ROOF

B.O. ROOF

B.O. ROOF

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER SELF-

ADHERING ICE AND DAM PROTECTION MEMBRANE ON EXISTING

PLYWOOD ROOF SHEATHING - INSTALL SELF-ADHERING ICE AND

DAM MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

5" / 1 2" 5" / 12"

A7.1

A7.2

NEW 5x5 PREFINISHED

METAL GUTTER

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

NEW 4"x5" PREFINISHED

CLOSED FACE DOWNSPOUT

RIDGE VENT

(TYPICAL)

A7.1

EXISTING GUTTERS AND DOWNSPOUTS TO

REMAIN - PROTECT DURING CONSTRUCTION

SCALE: 1/8" = 1'-0"

AREA - A EAST ELEVATION

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P

M A3.2

EXTERIOR

ELEVATIONS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

SCALE: 1/8" = 1'-0"

AREA - B1 AND B2 SOUTH ELEVATION (ALTERNATES NO. 1 AND NO. 2)

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

±8'-8"

MAIN LEVEL

0'-0"

B.O. ROOF

±13'-9"

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

5" / 12"

5" / 12" 5" / 12"

5" / 1 2"

A7.2

SINGLE SLOPE RIDGE VENT

A7.2

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION (TYPICAL)

B.O. ROOF

±24'-10"

LOWER LEVEL

-10'-0"

B.O. ROOF

±35'-8"

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER SELF-

ADHERING ICE AND DAM PROTECTION MEMBRANE ON EXISTING

PLYWOOD ROOF SHEATHING - INSTALL SELF-ADHERING ICE

AND DAM MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER

SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

A7.1

10" / 12" 10" /

2"

INSTALL ICE AND DAM

PROTECTION MEMBRANE OVER

THIS ENTIRE ROOF PLANE

RIDGE VENT (TYPICAL)

A7.1

RIDGE VENT (TYPICAL)

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN

PROTECT DURING

CONSTRUCTION (TYPICAL)

REMOVE AND REPLACE

PLYWOOD SHEATHING

APPROX. LOCATION SHOWN

PROVIDE ADDITIONAL

REINFORCING TO EXISTING

TRUSSES WHERE SHEATHING IS

REPLACED - AT THIS LOCATION

B.O. ROOF

±8'-8"

MAIN LEVEL

0'-0"

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER

SELF-ADHERING ICE AND DAM PROTECTION MEMBRANE

ON EXISTING PLYWOOD ROOF SHEATHING - INSTALL

SELF-ADHERING ICE AND DAM MEMBRANE ON

ENTIRETY OF 3:12 SLOPED ROOF

5" / 12"

SINGLE SLOPE RIDGE VENT

A7.2

A7.2

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION (TYPICAL)

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WAUKEE, IOWA 50263

(515) 225-3469 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:5 :0

P

M A3.3

EXTERIOR

ELEVATIONS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

SCALE: 1/8" = 1'-0"

AREA - C1 SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

AREA - C2 SOUTH WEST ELEVATION

SCALE: 1/8" = 1'-0"

AREA - C2 SOUTH EAST ELEVATION

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

±18'-4"

MAIN LEVEL

0'-0"

B.O. ROOF

±30'-1"

B.O. ROOF

±21'-8"

B.O. ROOF

±10'-7"

MAIN LEVEL

0'-0"

ALTERNATE NO. 1 - NEW SHINGLES OVER ROOFING

UNDERLAYMENT - INSTALL SELF-ADHERING ICE AND

DAM PROTECTIONMEMBRANE - EXTEND 2' MINIMUM

BEYOND INSIDE FACE OF WALL BELOW (TYPICAL)

ALTERNATE NO. 1 - NEW SHINGLES OVER

ROOFING UNDERLAYMENT - INSTALL

SELF-ADHERING ICE AND DAM

PROTECTIONMEMBRANE - EXTEND 2'

MINIMUM BEYOND INSIDE FACE OF WALL

BELOW (TYPICAL)

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER SELF-

ADHERING ICE AND DAM PROTECTION MEMBRANE ON EXISTING

PLYWOOD ROOF SHEATHING - INSTALL SELF-ADHERING ICE AND

DAM MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

10" /

2" 10" / 12"

10" /

2" 10" / 12"

10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" /

2" 10" / 12"

10" /

2" 10" / 12"

10" /

2" 10" / 12"

A7.1

A7.1

INSTALL ICE AND DAM

PROTECTION

MEMBRANE OVER THIS

ENTIRE ROOF PLANE

RIDGE VENT (TYPICAL)

A7.1

A7.1

_____RIDGE VENT (TYPICAL)

RIDGE VENT (TYPICAL)

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAILS 5/A7.2

(TYPICAL ON AREAS B1 AND B2)

ALTERNATE NO. 2 - NEW PREFINISHED

GUTTER TO MATCH EXISTING

GUTTERS TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

DOWNSPOUT TO MATCH EXISTING

DOWNSPOUT TO REMAIN (TYPICAL) - TIE

NEW DOWNSPOUT INTO EXISTING - MODIFY

AS REQUIRED TO MAKE CONNECTION

A7.2

0.25

0.25

0.2512

0.25

DOWNSPOUT SHALL

NOT BLOCK EXISTING

VENTS (TYPICAL)

REMOVE AND REPLACE PLYWOOD SHEATHING

APPROX. LOCATION SHOWN

PROVIDE ADDITIONAL REINFORCING TO EXISTING TRUSSES

WHERE SHEATHING IS REPLACED - AT THIS LOCATION

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION (TYPICAL)

B.O. ROOF

±11'-2"

MAIN LEVEL

0'-0"

5" / 1 2" 5" / 1

2"

5" / 12"

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER SELF-

ADHERING ICE AND DAM PROTECTION MEMBRANE ON EXISTING

PLYWOOD ROOF SHEATHING - INSTALL SELF-ADHERING ICE AND

DAM MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

A7.2

A7.2

SINGLE SLOPE RIDGE VENT

SINGLE SLOPE

RIDGE VENT

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION (TYPICAL)

B.O. ROOF

±10'-10"

MAIN LEVEL

0'-0"

B.O. ROOF

±13'-3"

10" /

2" 10" / 12"

10" / 12"10" /

2"

5" / 1 2"

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

A7.1

A7.2

RIDGE VENT (TYPICAL)

SINGLE SLOPE RIDGE VENT

NEW SHINGLES OVER ROOFING UNDERLAYMENT

OVER SELF-ADHERING ICE AND DAM PROTECTION

MEMBRANE ON EXISTING PLYWOOD ROOF

SHEATHING - INSTALL SELF-ADHERING ICE AND DAM

MEMBRANE ON ENTIRETY OF 2-1/2:12 SLOPED ROOF

EXISTING GUTTERS AND DOWNSPOUTS TO REMAIN -

PROTECT DURING CONSTRUCTION (TYPICAL)

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14225 UNIVERSITY AVENUE, SUITE 110

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P

M A3.4

EXTERIOR

ELEVATIONS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

SCALE: 1/8" = 1'-0"

AREA - C2 NORTH EAST ELEVATION

SCALE: 1/8" = 1'-0"

AREA - C2 NORTH WEST ELEVATIONS

SCALE: 1/8" = 1'-0"

AREA - B2 AND C2 NORTH ELEVATIONS

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

A7.1

A7.1

A7.1

B.O. ROOF

MAIN LEVEL

B.O. ROOF

B.O. ROOF

B.O. ROOF

10" /

2" 10" / 12"

10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" /

2" 10" / 12"

10" /

2" 10" / 12" 10" /

2" 10" / 12" 10" /

2" 10" / 12"

10" / 12" 10" /

2"

10" /

2" 10" / 12"

10" / 12"10" /

2" 10" / 12"10" /

2"

NEW SHINGLES OVER ROOFING UNDERLAYMENT OVER SELF-

ADHERING ICE AND DAM PROTECTION MEMBRANE ON EXISTING

PLYWOOD ROOF SHEATHING - INSTALL SELF-ADHERING ICE AND

DAM MEMBRANE ON ENTIRETY OF 3:12 SLOPED ROOF

A7.1

ALTERNATE NO. 2 - NEW

PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

DOWNSPOUT TO MATCH EXISTING

DOWNSPOUT TO REMAIN (TYPICAL) - TIE

NEW DOWNSPOUT INTO EXISTING - MODIFY

AS REQUIRED TO MAKE CONNECTION

ALTERNATE NO. 2 - NEW

PREFINISHED GUTTER TO

MATCH EXISTING GUTTERS

TO REMAIN (TYPICAL)

ALTERNATE NO. 2 - NEW PREFINISHED

DOWNSPOUT TO MATCH EXISTING

DOWNSPOUT TO REMAIN (TYPICAL) - TIE

NEW DOWNSPOUT INTO EXISTING - MODIFY

AS REQUIRED TO MAKE CONNECTION

A7.2

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAILS 5/A7.2

(TYPICAL ON AREAS B1 AND B2)

RIDGE VENT (TYPICAL)

ROOF WALL VENT UNDER DORMER

WINDOWS - DETAILS 5/A7.2

(TYPICAL ON AREAS B1 AND B2)

RIDGE VENT (TYPICAL)

0.25

0.25

0.25

0.25

0.25

0.25

DOWNSPOUT SHALL

NOT BLOCK EXISTING

VENTS (TYPICAL)

DOWNSPOUT SHALL

NOT BLOCK EXISTING

VENTS (TYPICAL)

0.25

0.25

SCALE: 1/8" = 1'-0"

AREA - B1 NORTH ELEVATION (ALTERNATE NO. 1 AND NO. 2)

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PROJECT:

14225 UNIVERSITY AVENUE, SUITE 110

WAUKEE, IOWA 50263

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# DATE: DESCRIPTION:

DESIGNED:

/2

/2

:5 :0

P

M A3.5

EXTERIOR

ELEVATIONS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

EXISTING

100% CD SET

NORTH

PLAN

KEY PLAN

A

B2

C2

SCALE: NOT TO SCALE

A3.5

A3.4

A3.4

A3.4

A3.3

A3.3

A3.3

A3.2

A3.2

A3.1

A3.1

C1B1

NEW SHINGLES OVER

ROOF UNDERLAYMENT

SEAMLESS PREFINISHED METAL

GUTTER - REPLACE AT LOCATIONS

SHOWN ON PLANS AND

ELEVATIONS PER ALTERNATE NO.

2 - PROFILE TO MATCH EXISTING

3" X 4" PREFINISHED METAL

DOWNSPOUT - BEYOND - AT

LOCATIONS SHOWN ON

PLANS AND ELEVATIONS

PER ALTERNATE NO. 2

PREFINISHED METAL DRIP

EDGE - STYLE "D"

EXISTING PLYWOOD SHEATHING

- REMOVE AND REPLACE WHERE

DETERIORATED

EXTEND ICE AND DAM PROTECTION

MEMBRANE 2' MINIMUM BEYOND

INTERIOR FACE OF WALL

10" / 12"

EXISTING CONT.

SOFFIT VENT

EXISTING SOFFIT

RIDGE SHINGLE

EXISTING PLYWOOD SHEATHING

- REMOVE AND REPLACE WHERE

DETERIORATED

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING WOOD TRUSS

10" /

2" 10" / 12"

PRE-MANUFACTURED

RIDGE VENT

ASPHALT SHINGLES OVER ROOF

UNDERLAYMENT

EXISTING PLYWOOD SHEATHING

- REMOVE AND REPLACE WHERE

DETERIORATED

EXISTING WOOD TRUSS

MEMBRANE FLASHING COLLAR -

OVERLAP COLLAR ONTO LOWER

LAYER OF ROOF UNDERLAYMENT

UPPER LAYER OF ROOF

UNDERLAYMENT - CUT AROUND

PIPE PENETRATION AND LAP

OVER MEMBRANE COLLAR

METAL FLASHING COLLAR OVER

MEMBRANE FLASHING COLLAR -

OVERLAP COLLAR ONTO LOWER

LAYER OF ROOF SHINGLES

EXISTING THROUGH ROOF

PIPE PENETRATION

SEAL TOP OF FLASHING PERIMETER

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING LAP SIDING AND TRIM -

REMOVE, SALVAGE, AND REINSTALL

AS NEEDED TO ACCOMPLISH WORK

EXISTING SOFFIT

EXISTING PLYWOOD

SHEATHING - REMOVE AND

REPLACE WHERE

DETERIORATED

5" / 1 2"

METAL STEP FLASHING -

EXTEND VERTICALLY 5" MIN.

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

EXISTING LAP SIDING AND

TRIM - REMOVE, SALVAGE,

AND REINSTALL AS NEEDED

TO ACCOMPLISH WORK

LAP SIDING OVER NEW

FLASHING - MAINTAIN 2"

MINIMUM CLEARANCE

ABOVE ROOF

METAL STEP FLASHING -

EXTEND VERTICALLY 5" MIN.

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

LAP SIDING OVER NEW

FLASHING - MAINTAIN 2"

MINIMUM CLEARANCE

ABOVE ROOF

EXISTING LAP SIDING AND

TRIM - REMOVE, SALVAGE,

AND REINSTALL AS NEEDED

TO ACCOMPLISH WORK

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

EXISTING SOFFIT

EXTEND ICE AND DAM

PROTECTION MEMBRANE

2' MINIMUM BEYOND

INTERIOR FACE OF WALL

EXISTING CONT.

SOFFIT VENT

" 5

EXISTING GUTTER

TO REMAIN

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

EXISTING WOOD TRUSS

NEW SHINGLES OVER

ROOF UNDERLAYMENT

10" /

2"

FLASHING AT SLOPE

TRANSITION PER

MANUFACTURER'S

STANDARD DETAIL

METAL STEP FLASHING -

EXTEND VERTICALLY 5" MIN.

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

LAP SIDING OVER NEW

FLASHING - MAINTAIN 2"

MINIMUM CLEARANCE ABOVE

ROOF

EXISTING LAP SIDING AND

TRIM - REMOVE, SALVAGE,

AND REINSTALL AS NEEDED

TO ACCOMPLISH WORK

METAL STEP FLASHING

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

EXISTING LAP SIDING AND

TRIM - REMOVE, SALVAGE,

AND REINSTALL AS NEEDED

TO ACCOMPLISH WORK

LAP SIDING OVER NEW

FLASHING - MAINTAIN 2"

MINIMUM CLEARANCE

ABOVE ROOF

2"

ROOF WALL VENT

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P

M A7.1

ROOF DETAILS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

SD

100% CD SET

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

GUTTER DETAIL

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

RIDGE DETAIL

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

ROOF PENETRATION DETAIL

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

ROOF EDGE DETAIL

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

ROOF TO SIDING CONNECTION

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

ROOF DETAIL AT OVERHANG

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

SLOPED TO LOW-SLOPED ROOF RIDGE

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

ROOF TO WALL CONNECTION

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

ROOF TO SIDING w/ VENT CONNECTION

EPDM MEMBRANE

EXISTING SHEATHING

EXTEND NEW EPDM MEMBRANE

UP VERTICAL FACE AND TIE INTO

EXISTING MEMBRANE ROOF

WITH COMPATIBLE FLASHING

LAP MEMBRANE FLASHING

EXISTING MASONRY VENEER

EXISTING REGLET COUNTER FLASHING

METAL STEP FLASHING

- EXTEND VERTICALLY 5" MIN.

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING ROOF HATCH

RUN EPDM MEMBRANE UP

EXISTING HATCH CURB

EPDM TO TOP OF WALL

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

SEALANT

TERMINATION STRIP

METAL "Z" FLASHING

KEEPER

2X TREATED

WOOD BLOCKING

PREFINISHED

METAL COPING CAP

NEW SHINGLES OVER

ROOF UNDERLAYMENT

1"

SINGLE SLOPE

RIDGE VENT

MIN.

6"

NEW EPDM ROOF

MEMBRANE

EXISTING STRUCTURE

REGLET AND

COUNTERFLASHING

PRE-MANUFACTURED

ROOF CURB

RUN EPDM MEMBRANE

UP ROOF CURB -

COORDINATE WITH

MECHANICAL

CONTINUOUS 1-1/2"

NEOPRENE CUSHION

AT PERIMETER

LAP SEALANT

NEW MECHANICAL

EQUIPMENT

LAP SEALANT

M

IN

M

IN

BLOCKING AS

REQUIRED BY ROOF

CURB MANUFACTURER

EXISTING EPDM

ROOF MEMBRANE

EXISTING INSULATION

1/2" FURRING CHANNEL

5/8" GYPSUM BOARD

TYPE "C"

RIGID INSULATION TO

MATCH ADJACENT SYSTEM

METAL ROOF DECK

NEW CONTINUOUS

SOFFIT VENT

EXISTING SOFFIT

TO REMAIN

EXISTING PLYWOOD SHEATHING -

REMOVE AND REPLACE WHERE

DETERIORATED

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXTEND ICE AND DAM PROTECTION

MEMBRANE 2' MINIMUM BEYOND

INTERIOR FACE OF WALL

EXISTING LAP

SIDING AND TRIM

5x5 PREFINISHED

METAL GUTTER

TONGUE AND GROOVE

WOOD SOFFIT TO

MATCH EXISTING

EXISTING FASCIA

PREFINISHED METAL

DOWNSPOUT

9" /

2"

METAL STEP FLASHING

NEW SHINGLES OVER

ROOF UNDERLAYMENT

EXISTING PLYWOOD

SHEATHING - REMOVE

AND REPLACE WHERE

DETERIORATED

ROOF WALL VENT

1"

EXISTING FIBER

CEMENT TRIM

SHINGLES OVER ROOF

VENT

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P

M A7.2

ROOF DETAILS

SD

SH

0241298.00

HONEY CREEK

RESORT - LODGE

ROOF REPLACEMENT

DAS PROJECT 9435.00

12633 RESORT DR,

MORAVIA, IA 52571

03/10/2025

SD

100% CD SET

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

ROOF EDGE

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

MID-ROOF DETAIL

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

ROOF AT CHIMNEY DETAIL

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

EXISTING ROOF HATCH

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

ROOF CURB INFILL AND NEW CURB DETAIL

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

ROOF DETAIL AT OVERHANG WITH SOFFIT VENT

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

ROOF AT WINDOW SILL DETAIL

ABOVE CEILING/AIR CONDITIONERAC

OUTDOOR AIROA

AIR COOLED CONDENSERACC

AIR FILTERAF

ABOVE FINISHED FLOORAFF

AIR HANDLING UNITAHU

AIR MEASURING STATIONAMS

AIR SEPARATORAS

AUTOMATIC AIR VENTAV

BOILERB

BUILDING AUTOMATION SYSTEMBAS

BACKDRAFT DAMPERBDD

BELOW FINISHED CEILINGBFC

BACKFLOW PREVENTION DEVICEBFP

BETWEEN JOISTSBJ

BOTTOM OF DUCTBOD

BOTTOM OF PIPEBOP

BRITISH THERMAL UNITS PER HOURBTUH

COMPRESSED AIRCA

COUNTER BALANCED SHUTTERCBS

COOLING COILCC

CEILING / CIRCULATING FANCF

CUBIC FEET PER MINUTECFM

CHILLERCH

CHILLED WATER PUMPCHP

CHILLED WATER RETURNCHR

CHILLED WATER SUPPLYCHS

CONVECTORCNV

CONDENSATECOND

CONDENSATE PUMPCP

CONDENSING UNITCU

CONTROL VALVECV

DOMESTIC COLD WATERCW

CONDENSER WATER PUMPCWP

CONDENSER WATER RETURNCWR

CONDENSER WATER SUPPLYCWS

DRY COOLERDC

DN DOWN

DP DIFFERENTIAL PRESSURE

DS DUCT SILENCER

EA EXHAUST AIR

EBB ELECTRIC BASEBOARD HEATER

EF EXHAUST FAN

EG EXHAUST GRILLE (LESS DAMPER)

EHC ELECTRIC HEATING COIL

EL ELEVATION

ER EXHAUST REGISTER

ERV ENERGY RECOVERY VENTILATOR

ET EXPANSION TANK

FA FRESH AIR

FD FIRE DAMPER

FDC FLEXIBLE DUCT CONNECTION

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

FPC FLEXIBLE PIPE CONNECTION

FPT FAN POWERED AIR TERMINAL

FT FINNED TUBE RADIATION

GF GAS FURNACE

GIH GRAVITY INTAKE HOOD

GPM GALLONS PER MINUTE

GR GLYCOL RETURN

GS GLYCOL SUPPLY

GUH GAS UNIT HEATER

HU HUMIDIFIER

HC HEATING COIL

HCWR DUAL TEMPERATURE RETURN

HCWS DUAL TEMPERATURE SUPPLY

HP HEAT PUMP

HPR HIGH PRESSURE STEAM RETURN

HPS HIGH PRESSURE STEAM SUPPLY

HRC HEAT RECOVERY COIL

HS HUMIDITY SENSOR

HWP HOT WATER PUMP

HWR HOT WATER RETURN

LOW PRESSURE STEAM SUPPLY

LOW PRESSURE STEAM RETURN

KITCHEN HOOD - COMMERCIAL

HEAT EXCHANGER

HOT WATER SUPPLY

LPS

LPR

KH

HX

HWS

THOUSANDS OF BTU PER HOUR

MOTORIZED DAMPER

MAKEUP AIR UNIT

MIXED AIR

MBH

MD

MAU

MA

OBD OPPOSED BLADE DAMPER

P PUMP

PBD PARALLEL BLADE DAMPER

PRV PRESSURE RELIEF VALVE

PS PRESSURE SWITCH

PSI POUNDS PER SQUARE INCH

PTAC

RA RETURN AIR

RF RETURN AIR FAN

RG RETURN GRILLE (LESS DAMPER)

RH ROOF HOOD

RHC REHEAT COIL

RLFA RELIEF AIR

RPZ REDUCED PRESSURE BFP

RR RETURN REGISTER (WITH DAMPER)

RTU ROOFTOP AIR HANDLING UNIT

SA SUPPLY AIR

SAS SELF-ACTING SHUTTER

SD SUPPLY DIFFUSER/SMOKE DAMPER

SF SUPPLY FAN / SQUARE FOOT

SFD SMOKE/FIRE DAMPER

SG SUPPLY GRILLE

SR SUPPLY REGISTER

TCAC TEMP. CONTROL AIR COMPRESSOR

TCAD TEMP. CONTROL AIR DRYER

TDV TRIPLE DUTY VALVE

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TOD TOP OF DUCT

TOP TOP OF PIPE

UC UNIT COOLER

UFD UNDERFLOOR DUCT

UH UNIT HEATER

UV UNIT VENTILATOR

VAV VARIABLE AIR VOLUME TERMINAL

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

AUTOMATIC AIR VENT

TEMPERATURE SENSOR/SWITCH

PRESSURE GAUGE

THERMOMETER

PIPE ANCHOR

PIPE GUIDES

MANUAL AIR VENT

FLOW SENSOR/SWITCH

PIPE EXPANSION JOINT

PIPE UNION

CONCENTRIC REDUCER

ECCENTRIC REDUCER

WYE STRAINER

WYE STRAINER W/DRAIN VALVE

DIRECTION OF FLOW

STEAM BUCKET TRAP

STEAM F&T TRAP

BACKFLOW PREVENTER

PIPE TURNING UP

PIPE TURNING DOWN

TEE OFF TOP

TEE OFF BOTTOM

PIPE TEE

PIPE CAP

PLAN 90 DEGREE ELBOW

PLAN 45 DEGREE ELBOW

MOTORIZED SHUTTER

NOT TO SCALE

MS

NTS

GENERAL

HYDRONIC VENTILATION

GENERAL NOTES

DEMOLITION

UFT UNDERFLOOR FAN TERMINAL

HRV HEAT RECOVERY VENTILATOR (SENSIBLE)

EUH ELECTRIC UNIT HEATER

ESP EXTERNAL STATIC PRESSURE

INTERNAL STATIC PRESSUREISP

TSP TOTAL STATIC PRESSURE

PUMP

PC PLUMBING CONTRACTOR

EC ELECTRICAL CONTRACTOR

GC GENERAL CONTRACTOR

FLEXIBLE PIPE CONNECTOR

FCU FAN COIL UNIT

ALUMINUMAL

VRP VERTICAL RADIANT PANEL

DOOR AIR CURTAINDAC

DH DEHUMIDIFIER

DOAS DEDICATED OUTDOOR AIR SYSTEM

DSU DUCTLESS SPLIT UNIT

DX DX COOLING COIL

ERP ELECTRIC RADIANT PANEL

GRH GAS RADIANT HEATER

LOUVERL

PDH POOL ROOM DEHUMIDIFIER

PACKAGED TERMINAL AIR CONDITIONER

RP RADIANT PANEL

S1 12x12

EXISTING

EQUIPMENT TYPE

EQUIPMENT MARK

SHEET #

DETAIL #

AIRFLOW IN CFM

THROAT SIZE

MECHANICAL EQUIPMENT TAG

AIR TERMINAL DESIGNATION

KEYNOTE

DETAIL OR SECTION MARK

POINT OF NEW CONNECTION

CAP EXISTING PIPE OR DUCT

BOLD TEXT INDICATES PROPOSED ITEM

ITALIC TEXT INDICATES EXISTING ITEM

NEW

PRESSURE/TEMPERATURE PLUG

AHU-1

GUARD LOCKABLE GUARD WHERE INDICATED

EQUIPMENT TO BE CONTROLLED

GUARD

TEMP

HUMID

CO

ELEMENT TO BE MONITORED

LOCKABLE GUARD WHERE INDICATED

HUMIDISTAT

THERMOSTAT

SENSOR

SUPPLY DIFFUSER/REGISTER

RETURN REGISTER/GRILLE

EXHAUST REGISTER/GRILLE

DIFFUSER AIRFLOW PATTERN IF

OTHER THAN 4-WAY BLOW

FLEXIBLE BRANCH RUNOUT TO SUPPLY

DIFFUSER, 36" MAX LENGTH

CEILING RETURN REGISTER WITH LINED

DUCT FOR SOUND ATTENUATION OPEN

TO CEILING PLENUM

FLEXIBLE DUCT CONNECTION TO

EQUIPMENT OR BETWEEN DUCTS

VOLUME DAMPER

MOTORIZED DAMPER

FIRE DAMPER

SMOKE DAMPER

COMBINATION FIRE/SMOKE DAMPER

SUPPLY AIR DUCT TOWARDS

SUPPLY AIR DUCT AWAY

RETURN/OUTDOOR AIR DUCT TOWARDS

RETURN/OUTDOOR AIR DUCT AWAY

TRANSFER AIR

A. INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING

HEIGHTS ARE INDICATED

B. INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING

SYSTEMS AND COMPONENTS IN EXPOSED INTERIOR SPACES, UNLESS OTHERWISE INDICATED

C. INSTALL HVAC EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT EQUIPMENT FOR EASE OF REMOVAL, WITH MINIMUM INTERFERENCE TO

OTHER INSTALLATIONS

D. THE INSTALLING CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL MECHANICAL EQUIPMENT

PUT INTO OPERATION PRIOR TO THE INSTALLATION OF A WORKING CONTROL SYSTEM.

A. VERIFY EXACT SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO START OF DEMOLITION WORK

B. RELOCATE, REMOVE, AND ADJUST ALL MECHANICAL AND ELECTRICAL ITEMS AS REQUIRED TO

ACCOMPLISH SCOPE OF NEW WORK

C. EXISTING MECHANICAL ITEMS ARE SHOWN IN SCHEMATIC FORM BASED UPON EXISTING

CONSTRUCTION DOCUMENTS AND/OR FIELD INVESTIGATION

D. FIXTURES AND EQUIPMENT INDICATED TO BE REUSED OR SALVAGED SHALL REMAIN THE

PROPERTY OF THE OWNER AND BE STORED IN A LOCATION AS DIRECTED BY OWNER'S

REPRESENTATIVE

E. IN LOCATIONS WHERE EXISTING CONSTRUCTION IS REMOVED AND NO ADDITIONAL CONSTRUCTION IS INDICATED, PATCH EXISTING CONSTRUCTION TO MATCH ADJACENT SURFACES AND FINISHES

MECHANICAL EQUIPMENT INSTALLATION

PRESSURE SENSOR/SWITCH

EXHAUST AIR DUCT TOWARDS

EXHAUST AIR DUCT AWAY

TJ THROUGH JOISTS

CO2

3-WAY CONTROL VALVE

ANGLE GATE VALVE

ANGLE GLOBE VALVE

BALANCING/SHUTOFF VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

CALIBRATED BALANCING VALVE

CONTROL VALVE

EXPANSION VALVE

GATE VALVE

GLOBE VALVE

QUICK OPEN VALVE

SAFETY RELIEF VALVE

SOLENOID VALVE

VACUUM RELIEF VALVE

GAS COCK

PLUG VALVE

PRESSURE REDUCING VALVE (WATER)

PRESSURE REGULATOR (GAS)

PIPE SLOPE ARROW

WALL SWITCH

H

S

T

CFM

F

P

T

FLAT OVAL DUCT12x8Φ

ROUND DUCT12"ø

RECTANGULAR DUCT12x8

AHU

METERM

MECHANICAL CONTRACTORMC

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

ABBREVIATIONS

LINE STYLE INDICATES DEMOLISHED ITEM

DDC CONTROLS

DDC CONTROLS HAVE BEEN CONTRACTED WITH JCI (TODD MAGNANI - (515) 202-9448

todd.l.magnani@jci.com). THIS CONTRACTOR TO COORDINATE CONTROLS INSTALLATION WITH JCI AND ENSURE THE WORK HAS BEEN COMPLETED FOR THIS UNIT. CONTACT JCI PRIOR TO BID TO COORDINATE ANY CONTROLS REQUIRED BY THE RTU EQUIPMENT SUPPLIER TO PROVIDE AND WORK NEEDED TO

COORDINATE WITH JCI THROUGHOUT THE PROJECT.

ROUTE TO

NEAREST ROOF

DRAIN

TRAP MUST BE REMOVABLE

FOR ACCESS AND CLEANING

ADAPTER

UNIT DRAIN PAN

STREET ELL

HAND TIGHTENED

PLUGGED TEE

CLEANOUT

X = FAN OUTLET PRESSURE +1/2"X = FAN INLET PRESSURE / 2

H = FAN INLET PRESSURE +1" H = 1/2" MIN.

H

X

FAN OUTLET PRESSURE

(BLOW-THRU ONLY)

FOR DRAW THRU UNITS FOR BLOW THRU UNITS

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