Attachment_C_-Customer_Drawings_Certified.pdf

01/02/25. Daniel P. Seymour, P.E.

Enterprise Engineering Consultants, LTD.

710 French Street Peshtigo, WI 54157 FL Corp. Certificate No.: F00000005724

FL PE. NO.: 71972

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE

BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID

ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS

ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF

MATERIALS ARE PAID FOR IN FULL.

IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN

CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT

MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.

DESIGN CERTIFICATION FOR:

BUILDING SIZE:

BUILDING LOCATION:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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S-1

TYP. MEMBERS &

CONNECTIONS

FOR EACH BAYROOF FRAMING PLAN

SCALE: 3/16" = 1'-0"

A

B-2

B-

S-3

S-2 S-2

B-1

2'-6" 2'-6"

32'-0" OUT/OUT OF FASCIA

13'-6" 13'-6"

B-3

CONTRACT NOTE:

Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract).

LAMINATED WOOD SPECIFICATIONS:

SPECIES -------------------------------- SOUTHERN PINE

LAMINATION THICKNESS --------- 2" NOMINAL

STRESS COMBINATION ----------- SEE MEMBER DETAILS

ADHESIVE ------------------------------ RESORCINOL

APPEARANCE GRADE ------------- ARCHITECTURAL

FINISH ---------------------------------- SEAL & STAIN; color = ________

PROTECTION ------------------------ INDIVIDUAL WRAP

PRESERVATIVE TREATMENT - CCA 0.4 PCF (MIN) RETENTION, TREATED PRIOR TO GLUING

HARDWARE -------------------------- PER DETAILS & LIST

SOLID TIMBER SPECIFICATIONS

2 x 4 Nailer ----------- #1 SYP, S4S, KD, CCA 0.3 pcf, Seal & Stain; color = ________ 2 x 6 Fascia ---------- #1 AYC, S4S, KD, Seal & Stain; color = ________ 2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1S, KD, CCA 0.3 pcf, Seal & Stain; color = ________ Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.

ROOF UNDERLAYMENT SPECIFICATIONS:

ONE LAYER OF HYDRASHELL MAX SYNTHETIC UNDERLAYMENT (FL PRODUCT APPROVAL 46397.1).

ATTACH UNDERLAYMENT IN COMPLIANCE WITH PRODUCT APPROVAL

OR BUILDING CODE REQUIREMENTS, WHICHEVER IS MORE STRINGENT.

WOOD SHOP NOTES:

1. Materials, Manufacture and Quality Control of glulam shall be in conformance with, "American National Standard for

Wood Products-Structural Glued Laminated Timber ANSI A190.1-2017".

2. Members shall be marked (in an unseen location) with an AITC or APA/EWS Quality Mark and, in addition, an AITC or

APA/EWS Certificate of Conformance shall be provided to indicate conformance with "ANSI A190.1-2017".

3. All holes in wood to be 13/16"Ø unless noted otherwise.

4. All counterbores to be 2 1/4"Ø unless noted otherwise.

5. ▲ denotes edges to be chamfered for welds.

STEEL & HARDWARE SHOP NOTES:

1. All steel plate to be ASTM A240 316.

2. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full strength of all component parts.

3. All bolts to be ASTM F593 Alloy Group 2.

4. All nuts to be ASTM F594 Alloy Group 2.

5. All Stainless Steel to be cleaned and passivated in a bath of Citrisurf 2050. Reference product information for application directions.

ERECTION NOTES:

All steel and wood members must be properly braced until the complete structural system has been constructed. Correction of minor misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection.

In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the method of correction.

Predrill wood for screws and nails if necessary to avoid splitting.

Bolts through slotted holes in steel are to be left finger tight only to allow for future movement. Other bolts are to be snug tight. Torque measurement is not required.

NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these modifications (by others).

UNLOADING, HANDLING, & STORAGE OF GLU-LAM & DECKING

LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS AT ALL TIMES AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND & SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP & SIDES WITH MOISTURE RESISTANT PAPER OR OPAQUE PLASTIC. USE NON-MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN OR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM

MEMBERS BY SUNLIGHT.

LAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA COST). IF THEY SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE

UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.

DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY TWO TONS. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING SLINGS. IF STORED TEMPORARILY, DECK SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS AND DO NOT INSTALL DECK.

IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.

a a a a = 3'-0"

ULTIMATE PRESSURES FOR COMPONENTS & CLADDING

ROOF PLAN

3 3

PRESSUREZONE

SUCTION

70.8 PSF

91.8 PSF 84.5 PSF

65.3 PSF

S-3

A

SECTION

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

TOP OF SLAB

13'-10 5 16"

11'-8 5 16"2'-2"

7' -9

3 16 " C

LE

AR

6'-0"

BUILDING

18.43495°

SEE SECTION AA

FOR EAVE DETAIL

OF

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25-001-A

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DPS 1-6-25

1 5

32' HEXAGONAL

TITUSVILLE, FL

IM100FF 032 ALUMINUM STRIATED STANDING

SEAM PREFINISHED ROOF PANELS (16"

COVERAGE PER SHEET) (FL PRODUCT

APPROVAL #29444.01-R1) SEE DECK DETAILS

FOR ATTACHMENT. OVER ROOF

UNDERLAYMENT OVER 2x8 DECKING.

DESIGN CRITERIA:

Florida Building Code 8th Ed. (2023) Type of Construction: Type V-B Occupancy Classification: Assembly A-3 Building Risk Category II Mean Roof Height = 10’-0” Building Volume = 6,550 ft3 No. of Occupants = 44 (15 ft2 per person)

ROOF DL

Metal Roofing 0.7 psf Underlayment 0.1 2” Nom. T&G Deck 4.4 Misc. 1.8 Total = 7 psf + weight of framing

FLOOR LL

L = 100 psf

ROOF LL

Lr = 20 psf

WIND LOAD

Vult = 145 mph, Vasd = 112 mph Exposure 'D', Open Building w/ GCpi = 0 Component & Cladding Ultimate Wind Pressures: See Sheet #4

HP4L

Passivate all stainless steel with Citrisurf 2310 after erection. Reference product information for application directions.

Apply Rust Rescue 200 after Citrisurf 2310 procedure is complete. Reference product information for application directions.

INSTALLER NOTE:

Daniel P. Seymour, P.E.

710 French Street Peshtigo, WI 54157 FL Corp. Certificate No.: F00000005724

FL PE. NO.: 71972

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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FOUNDATION PLAN

SCALE: 3/16" = 1'-0"

C-1 TYP.

27'-0" CTR./CTR. OF COLUMNS & PIERS

13'-6" CTR./CTR. OF COL.'S & PIERS

'-8

5 16

SEE FOUNDATION DETAIL

ON THIS SHEET.

60° TYP.

COLUMN BASE REACTIONS:

VDL+3/4(Lr + 0.6*WL) = 4,800#

V0.6*DL+0.6*WL UPLIFT = - 1,700#

HDL+0.6*WL = 730#

MO.T. DL+0.6*WL = 5,100#-ft

COLUMN FOUNDATION DETAIL

PLAN

FTG. & COL.

FT

G

C

O L.

B

EA

M

A

BO

VE

4'-6"

2'-3" 2'-3"

4' -6

2' -3

2'

-3

3' -0

3" C

LE

AR

3" CLEAR 3" CLEAR

(8) - #6 REBAR EACH WAY

(4) - #6 REBAR EACH WAY

3"

2' -0

FIELD DRILL 1/2"Ø HOLES IN COL. (N.I.C.)

6" 6"

(2) - #4 x 16" REBAR (N.I.C.)

(4) - #4 VERTICAL

REBAR

(4) - #3 HORIZONTAL TIES

BENT TO 24"Ø

63 4"

0'-0"

TOP OF FOUNDATION

AT COL. C.L.

CONCRETE NOTES:

1. Footings are to bear on undisturbed, natural soil or engineered fill and to be compacted to 95% Proctor density.

2. Concrete foundation, re-bar, leveling nuts, grout & anchor bolts (if required) are N.I.C.

3. All concrete reinforcing steel to be grade 60, deformed bars.

4. F'c of concrete to be 3000 psi @ 28 days.

5. Top of concrete foundations are to be lightly broomed or have a wood troweled finish

6. All concrete work to be in accordance w/ latest ACI code.

7. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 pcf passive lateral bearing & coefficient of frication = 0.3. It is the Owner's responsibility to verify that the allowable soil bearing values at the site meet or exceed these assumed values. If the actual values are lower than the assumed values, the foundations must be redesigned (N.I.C.).

8. Reinforcement shall be securely held in place while placing concrete. If required, additional bars, stirrups or chairs shall be provided to furnish support for bars.

63 4"

8"

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DPS 1-6-25

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710 French Street Peshtigo, WI 54157 FL Corp. Certificate No.: F00000005724

FL PE. NO.: 71972

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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-6 3/4"Ø WASHER

-6 3/4"Ø x 14" BOLT

CONN S-1 1-req'd.

-1 MK-100 WELDED COMPRESSION RING

PLAN

MK-100

CONN S-2 6-req'd.

-1 MK-2L WELDED ASSEMBLY

-1 MK-2R WELDED ASSEMBLY

-2 3/4"Ø x 8 1/2" THRD'D ROD

-4 3/4"Ø x 4 1/2" BOLT -2 3/4"Ø x 7 1/2" BOLT

MK-2R

PLAN

THREADED RODS

MK-2L

MK-3

PLAN

MK-3A

CONN S-3 6-req'd.

-2 MK-3A BENT PLATE

-2 MK-3 WELDED ASSEMBLY

-2 1/2"Ø x 6 1/2" BOLT -4 1/2"Ø x 4 1/2" BOLT

-2 1/2"Ø x 7" THREADED ROD

-2 3/4"Ø x 8 1/2" BOLT

-2 3/4"Ø WASHER

THREADED RODS

-14 3/4"Ø HEX NUT

-6 3/4"Ø HEX NUT

-10 1/2"Ø HEX NUT

ERECTOR NOTE

ERECT MK-100 WITH BOTTOM PLATE

TOWARD GROUND (AS SHOWN).

. L 10d FINISH NAIL (0.120"ø x 3")

. L 16d COMMON NAIL (0.162"ø x 3 1/2") N.I.C., S.S.

. L 10d COMMON NAIL (0.148"ø x 3") N.I.C., S.S.

N.I.C., S.S.

HARDWARE PARTS LIST

HARDWARE DESCRIPTION REMARKSQ L

A

OOSE

OR

TTACH

UANTITY PART NO.

12 L 3/4"Ø x 9 1/2" BOLT HHSS 075 0950

90 L 3/4"Ø HEX NUT HNSS 075-10

18 L 3/4"Ø WASHER FWSS 075

12 L 3/4"Ø x 7 1/2" BOLT HHSS 075 0750

12 L 3/4"Ø x 8 1/2" THREADED ROD TR316ODSS 075 0850

6 L 3/4"Ø x 14" BOLT HHSS 075 1400

24 L 3/4"Ø x 4 1/2" BOLT HHSS 075 0450

24 L 1/2"Ø x 4 1/2" BOLT HHSS 050 0450 12 L 1/2"Ø x 6 1/2" BOLT HHSS 050 0650

12 L 1/2"Ø x 7" THREADED ROD TR316ODSS 050 0700

60 L 1/2"Ø HEX NUT HNSS 050-13

PLAN

x -req'd.COLUMN C-1 6 3/4" 6 7/8" 6

TREATED49 (1:10)

'-0

S-2

8' -0

2'

-0

0'-0"

TOP OF SLAB

FINISH FOUR SIDES OF

PORTION OF COLUMN

ABOVE SLAB

SEE COL. FOUNDATION

DET. FOR FIELD FAB. (N.I.C.)

63 4"

13/16"Ø HOLES

-2 3/4"Ø x 9 1/2" BOLT

-1 MK-2 WELDED ASSEMBLY

MK-2

12 L 3/4"Ø x 8 1/2" BOLT HHSS 075 8500

PART NUMBER IS FOR 1# PACK, APPROX. 44 NAILS PER POUND

PART NUMBER IS FOR 1# PACK, APPROX. 63 NAILS PER POUNDSIMPSON SSA10D OR EQUAL

SIMPSON SSA16D OR EQUAL

SIMPSON T10FN1 OR EQUAL PART NUMBER IS FOR 1# PACK, APPROX. 102 NAILS PER POUND

2"

9 16

17 8" 17 8"

3"

12 L #4 x 16" REBAR . N.I.C.

OF

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710 French Street Peshtigo, WI 54157 FL Corp. Certificate No.: F00000005724

FL PE. NO.: 71972

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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AUX. PLAN

41 8"

3 7/16+

16.10211°

DRILL 9/16"Ø HOLES

41 2"

FINISH

4B

B

SECTION

PLAN

13'-0 3 16"

6'-7 1 16"

DRILL 9/16"Ø HOLES

PLAN

END VIEW

END VIEW

S-1

S-3

S-2

S-3S-3

FAB. SAME AS

OPP. END

S-2

S-2 FAB. SAME AS

OPP. END

DRILL 13/16"Ø HOLE & 2 1/4"Ø CNTBRE ON CL.

15'-51 2"

16'-1 1 16 " x -req'd.BEAM B-1 5" 9 5/8" 6

TREATED16F-V3

x -req'd.BEAM B-2 3" 8 1/4" 6

TREATED24F-V3

x -req'd.BEAM B-3 3" 6 7/8" 6

TREATED16F-V3

DRILL 13/16"Ø HOLE & 2 1/4"Ø CNTBRE ON CL.

2"

2"

1 2"

21 2"

DRILL 13/16"Ø HOLES

OF

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710 French Street Peshtigo, WI 54157 FL Corp. Certificate No.: F00000005724

FL PE. NO.: 71972

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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60°

PLAN

ELEV.

ROOF PEAK CAP HP4L

1 REQ'D.

ERECTOR NOTE:

CAULK AND ATTACH TO ROOF

PEAK WITH POP RIVETS.

ERECTOR TO FASTEN PEAK CAP @ SEAM

W/ 2 DECK SCREWS. APPLY MASTIC TAPE

OR CAULK FOR FULL LENGTH OF SEAM TO

ACHIEVE WATER TIGHT SEAL.

DECK PLAN AT CORNERS

BB

TYPICAL DECK LAY-UP

1. START LAYING DECK AT CORNER W/ TONGUES

OUTWARD IN DIRECTION OF LAYING.

2. DRIVE COURSES TIGHT W/ BLOCKING.

3. TOE NAIL & FACE NAIL AT EACH SUPPORT (BEAMS)

USING 16d COMMON NAILS.

AA

FASCIA NOTES:

1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.

2. SEE DETAIL A FOR SPLICE DETAIL.

3. ATTACH FASCIA WITH 10d HDG FINISH NAILS:

a. TO 2x4 NAILER - 24" O.C.

b. TO BEAM ENDS - 3 NAILS PER FASCIA

c. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD

d. AT CORNERS - 2 NAILS EACH DIRECTION

e. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING

2 x 4 NAILER

A. MITER ALL SPLICES

B. NAIL SPLICES TOGETHER WITH (2) 10d HDG FINISH NAILS, DRIVE

NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.

AASECTION

NAILER

(2)-10d COMMON PER DECK BOARD

WOOD DECK

BBSECTION

4"

716 "

2'-0" MIN.

FASCIA

NAILER

DECKING

6'-0" MIN. TO

ROOF CORNER FASCIA SPLICE

NAILER SPLICE

DETAIL A

FASCIA

CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL

PRIOR TO INSTALLATION.

METAL ROOFING SHOULD BE STORED INDOORS OR WHEN

STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH

FINISHED FACE UP AND SLOPED TO DRAIN.

DURING INSTALLATION, ALL METAL SHAVINGS MUST BE

REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.

METAL ROOFING NOTES:

2"

2"

EAVE DRIP TRIM

102 LN. FT. REQUIRED

2"

ZEE FLASHING

220 LN. FT. REQUIRED

THE ACTUAL ROOF PITCH MAY VARY

FROM THESE GENERAL DETAILS.

HIP FLASHING

120 LN. FT. REQUIRED

6"

.1

9°

ROOF

PANEL

EAVE DRIP TRIM

DECK SCREWS (@ 16" O.C.)

WOOD DECK

NAILER

ROOF

UNDERLAYMENT

EAVE DETAIL

FASCIA

** CLEARANCE REQUIRED

FOR THERMAL MOVEMENT

FILL END OF SEAMS WITH

URETHANE TUBE SEALANT &

PAINT TO COLOR MATCH

DECK SCREWS (@ 16" O.C.)

EAVE CLEAT

2"

SELF-DRILLING SCREW SPECIFICATIONS:

DECK SCREW = #10-12 X 1" TYPE A PANCAKE HEAD

ZEE SCREW = #9-15 x 1" WOODGRIP HWH SHARP POINT

DECK SCREW WITHIN 6"

FROM EDGE OF ROOF DECK

1"

1"

1"

DECK SCREWS, 2 SCREWS

PER 16" PANEL

MEDALLION-LOK

PANEL

43D POP RIVET

(@ 2'-0" O.C. MAX.)

ZEE FLASHING (TYP), SET IN BUTYL

TAPE SEALANT, MIN (2) FASTENERS

PER PANEL, CAULK VERTICAL SEAMS

WOOD DECK

SECTION THRU HIP LINE

DECK DETAIL @ HIP BEAM

HIP FLASHING

ROOF UNDERLAYMENT

BUTYL OR OTHER SEALANT

(TYP) BETWEEN GASE OF

Z-FLASHING AND PANEL

DECK SCREW AT 5"

O.C. MAXIMUM

16" COVERAGE

SECTION THRU ROOFING PANEL

ROOF DECK

METAL ROOF PANELS OVER ROOF

UNDERLAYMENT

11 2"

EAVE CLEAT

102 LN. FT. REQUIRED

HEM BOTTOM 1" OF PANEL PER MANUFACTURERS' INSTRUCTIONS

TRUE METAL ROOF DECK PLAN 6-REQ'D

SCALE: 3/8" = 1'-0"

1" H

EM

L

IN

E

16'-31 4"

8'-15 8" 8'-15

8"

'-1

01 4"

B O

T.

O

F D

EC

K

'-5

1 16

9' -1

17 8"

7' -6

5 8"

5' -1

7 16

2' -8

3 16

16" TYP.

3"

TRUE WOOD ROOF WOOD DECK PLAN 6-REQ'D

SCALE: 3/8" = 1'-0"

15'-103 8"

7'-11 3 16" 7'-11 3

16"

'-5

3 4"

T O

P O

F D

EC

K

15 PCS @ 63

4" = 8'-51

4"

'-0

" D

EC

K

DECK CUT AT HIP LINE IS USED

OPPOSITE HAND IN ADJACENT

BAY. REVERSE DIRECTION OF

LAY-UP.

OF

15105R5

15391 R

SA

N

D P

O

IN

T

PA

R K

- P H

AS

E

TI

TU

SV

IL

LE

, F L

25-001-A

LW

-H

EX

-0

5 5