CC-19-1842Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Issue Date: 04/06/2020
Parcel Number
425 NE 105TH ST, Miami Shores, FL 33138 1122310430010
Contacts
Permit NO.: CC-08-19-1842
Permit Type: Building (Commercial)
Work Classification: Alteration
Permit Status: Approved
Expiration: 10/05/2020
ED H OLLIE JR &W & MARCIA OLLIE Owner
PLAYMORE WEST INC Contractor
EDW MCCARTHY-ARCH BISHOP
RYAN RUSSELL
9401 BISCAYNE BLVD, MIAMI, FL 331382970
10271 DEER RUN FARM RD 1, FORT MYERS, FL 33966
Other:3057597750 mpinder@srlschool.com
Business:2395058045 stoneyb@playmoreonline.com
Home: 2397912400
Description: SUPPLY & INSTALL NEW PLAYGROUND Valuation: $32,000.00 Inspection Requests:
EQUIPMENT FOR YOUTH LOT. 305-762-4949
Total Sq Feet: 900.00
Fees
Amount
Application Fee - Other
$200.00
CCF
$19.20
DBPR Fee
$14.40
DCA Fee
$9.60
Education Surcharge
$6.40
Permit Fee
$760.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Structural Review ($45)
$45.00
Structural Review ($90)
$90.00
Technology Fee
$24.00
Total:
$1,257.60
Payments
Date Paid Amt Paid
Total Fees
$1,257.60
Credit Card
04/03/2020 $1,057.60
Credit Card
08/09/2019 $200.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
COVID-19
Authorized Signature: Owner / Applicant / Contractor / Agent Date
April 08, 2020 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
;c0ivEn
AUG J9 2.019
Z,a W BC 206fih
BUILDING ` S �/ M C; 08— --
�A,p� aster Permit No. ( 4Z
PERMIT APPLICATION Sub Permit No.
OBUILDING 7 ELECTRIC F7ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF F-1 CANCELLATION ❑ SHOP
i CONTRACTOR DRAWIN�6
JOB ADDRESS: 425 NE 105th St
N- 22.31- 01{" -
the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Archdiocese of Miami Phone#: 305-762-1034
Address: 9401 Biscayne Blvd.
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: St Rose of Lima Catholic School Phone#: 305-762-1034
Email: mpinder@srlschool.com
CONTRACTOR: Company Name: Playmore West, Inc Phone#: 239 565-8645
Address: 10271 Deer Run Farms Rd
City: Ft Myers State: FL Zip: 33966
Qualifier Name: Ryan J Russell Phone#: 239 791-2400
State Certification or Registration #: CBC1252224 Certificate of Competency #:
DESIGNER: Architect/Engineer: N/A Phone#:
Address: City: State:
Value of Work for this Permit: $ 32,000.00 Square/Linear Footage of Work: _
Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace
Description of work: Supply $ Install new Playground Equipment for Youth Lot
Specify color of color thru tile:
Submittal Fee $ 200 Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
CCF
DBPR $
_ Zip:
Ifo o
❑ Demolition
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ GO
Bonding Company's Name (if applicable) N/A
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address
City
State
Zip
Zip.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
(12
Signature r411-U&
O NE o AGENT
The foregoing instrument was acknowledged before me this
day, of Y ZO 19 by
1rlU��•Whb is pe all n to
me or who has produced _ _ as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
_ q. ��
C NTRACTOR
The foregoing instrument was acknowledged before me this
_ day of 20 tj by
Z11 K-0 !J1 SS't.L..L- who isZ!rsonally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
as
Sign: Sign: VL�L. 1'.
Print: Oqj Print:
Seal: "+•. CARLOSSAUS;A e+rueaG�Nl d� 7�V=A �•
t NotaryPublic-State of Florida Seal:
A'Z. Z legw�daS 'S3ti1dX3 :
: • ' 1 Commission a GG 099686 yUdLl6 j� 1 NOISSIWWOO AW �r.
i�,e:' My Comm. Expires Jul , 2021 tlxJ?A l DIVA �•
�No ,� K "' BOnEld lIMOtSh h3lieral ""
APPROVED BY Af Plans Examiner --2 Zoning
L
h.MW;,0-��
Structural Review Clerk
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That the most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his
successors in office, a corporation sole, has made, constituted and appointed, and by these presents
does hereby mak�, constitute and appoint Sister Elizabeth A. Worley, C.O.O., his true and lawful
attorney for him 4nd in his name, place, and stead.
Giving and granting unto Sister Elizabeth A. Worley, C.O.O., his said attorney full power and
authority to do and perform all and every act and thing whatsoever requisite and necessary to be
done in and about the premise: as fully, to all' intents and purposes, as he might or could do if
personally present. with full power ofsubstitution and revocation, hereby ratifying and confirming
all ti+at Sis�er f�l:rahe'i� A Woi'cy � 0., his said attcmey or his substitute shall lawfully door
cause to be done by vatue heieot.
In Witness Whereof, l have hereunto set my hand and seal this 8 day of March, A.D., 2017.
Signed, sealed and delivered in the presence of
Witness:
Witness siinature
Printed Name
A,at 44 !�
Witness Signature
Printed Name
STATE OF FLORIDA
SS:
COUNTY OF DADE
i t
4- es., .+ iv
The Most Reverend Thomas Wenski
As Archbishop of the Archdiocese of
Miami his successors in office, a
corporation sole
1 hereby certify that on this day, before me, an officer duly authorized to administer oaths and take
acknowledgements, personally appeared The Most Reverend Thomas Wenski, as Archbishop of
the Archdiocese of Miami, his successors in office, a corporation sole, known to me to be the
person described in and who executed the forgoing instrument, who acknowledged before me that
he executed the forgoing instrument, who acknowledged before me that he executed the same, and
an oath was not taken. ✓ Said person is personally known to me Said person provided
the following type of identification:
Witness my hand and official seal in the County and State last aforesaid this 8 day of March, A.D.,
2017.
went suet a Flaat
My Commission Expires: p'''t"�, VA aosee>t
A.
V• Mr CanmMtftn Ff toet4v
aft E�i02FIVNis �
—..
Ron DeSantis
' Mission:
To protect, promote & improve the health
of all people in Florida through integrated
state, county & community efforts.
(Ryan Russel)
10271 Deer run Forms Road
Fort Myers, FL 33966
(f Governor
'O a Scott A. Rivkees, MD
HEALTH I
State Surgeon General
Vision: To be the Healthiest State in the Nation
RE: Contingency Letter
Application Document No: AP1460922
Centrax Permit Number: 13-SC-2028738
OSTDS Number:
415 NE 105 St
Miami, FL 33138
Lot:
Block:
February 11, 2020
APPROVED
FLORIDA DEPARTMENT OF HEALTH IN MIAMI DADE COUNTY
PERMIT #A j V�a�—
DATE:
Subdivision:
Dear Applicant:
This will acknowledge receipt of an application dated 01/09/2020 for a permit to use an existing
onsite sewage treatment and disposal system located on the above referenced property.
No objection for playground renovations. No direct impact over OSTDS. NO BEEDROOM
ADDITION. NO FLOW INCREASE.
From a review of your completed application, it has been determined your existing system is
adequate for the proposed use.
If you have any questions on this matter, please call our office at (786) 315-2412.
Sincerely,
Jesus Hernande costa, (-Eknginee g Specialist II
Enclosures
cc:
Florida Department of Health www.FloridaNealth.gov
in DADE COUNTY TWITTER:HealthyFLA
1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmentofHealth
PHONE: (305) 623-3500 FAX: (305) 623-3645 YOUTUBE: fldoh
I>�
GENERAL NOTES
1. FABRIC MEETS NFPA 701-04. ST. ROSE OF LIMA SCHOOL
2. ALL EXPOSED STEEL TO BE POWDER COATED. 425 NORTHEAST 105 STREET
FOUNDATION DESIGN MIAMI, FL 33138
CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAYS: 3,000 PSI STEEL
REINFORCEMENT: ASTM-A615, GRADE 60 VERTICAL FOUNDATION
PRESSURE: 2,000 PSF
LATERAL BEARING PRESSURE: 100 PSF/FT
THE VERTICAL AND LATERAL BEARING PRESSURE VALUES WERE
CONSIDERED PER CONDITIONS OF FBC 2017 6TH EDITION.
FOUNDATION NOTES
1. THE FOUNDATION DESIGN IS BASED ON FBC 2017 6TH EDITION. IF DIFFERENT SOIL CONDITIONS ARE ENCOUNTERED,
IT IS MANDATORY THAT A SITE SPECIFIC GEOTECHNICAL REPORT IS CONDUCTED TO DETERMINE THE LOAD BEARING
VALUES OF THE SOIL. OWNER/CONTRACTOR ASSUME FULL LIABILITY IF NO GEOTECHNICAL INVESTIGATIONS ARE
CONDUCTED.
DESIGN CRITERIA
2. IF THE FOOTING DEPTH DOES NOT MEET LOCAL FROST REQUIREMENTS, FOOTINGS SHALL BE RE -DESIGNED UNDER THE FBC 2017 6TH EDITIONS
DIRECTION OF AN ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST DEPTH.
RISK CATEGORY II
DEAD LOAD
3. FOR DEEP FOOTINGS, A GEOTECHNICAL INVESTIGATION REPORT PREPARED BY OTHERS IS MANDATORY TO CONFIRM
FABRIC: ................................ 0.5 PSF
THE
PLASTIC ..............................3 PSF
PRESUMED SOIL BEARING VALUES. OWNERS ASSUME FULL LIABILITY FOR ANY STRUCTURAL DAMAGE, IF NO
PLATFORM ..........................6 PSF
GEOTECHNICAL REPORT IS PROVIDED
LIVE LOAD
I
�I
I
MATERIAL SPECIFICATIONS AND NOTES FABRIC LIVE LOAD: .............................. 5 PSF
1. ALL STRUCTURAL STEEL TUBING SHALL BE ASTM A-500. ROOF LIVE LOAD: .............................. 20 PSF
2. ALL OTHER STEEL (PLATES, GUSSETS, ETC.)SHALL BE ASTM A-36. PLATFORM LIVE LOAD.......................65 PSF
3. ALL WELDING IS TO BE DONE IN ACCORDANCE WITH THE LATEST AWS STANDARDS. CONCENTRATED LIVE LOAD ........... 150 LBS
4. ALL STAINLESS STEEL BOLTS TO BE CONFORMING TO ANSI/ASCE-8-90 WITH THE EXCEPTION OF THE SELF WIND LOAD
DRILLING SCREWS
AND BOLTS. RISK CATEGORY: ........................................ II
5. ALL ZINC COATED BOLTS SHALL BE GRADE 5/ASTM A325. BASIC WIND SPEED................................175 MPH
6. ALL FABRICATED STEEL & STRUCTURAL TUBES TO BE SAND BLASTED TO WHITE CONDITION PRIOR TO WIND EXPOSURE CATEGORY..............0
APPLICATIONOF TOP COAT. WIND ENCLOSURE TYPE: ....................... OPEN
7. TOP COAT: SIX - STAGE TGIC POWDER COATING PROCESS WITH ZINC - RICH PRIMER. GUST EFFECT FACTOR: .......................... 0.85
ERECTION NOTES: SNOW LOAD
1. ALL MEMBERS MUST BE PROPERLY BRACED UNTILL THE COMPLETE STRUCTURAL SYSTEM HAS BEEN GROUND SNOW LOAD: ........................................ 0
CONSTRUCTED. BRACING MATERIAL AND METHOD IS THE RESPONSIBILITY OF THE ROOF SNOW LOAD...............................................0
G.C. FROST DEPTH..........................................................0 IN. MIN.
2. THIS DOCUMENTS CONTAINS PROPRIETARY INFORMATION AND ISNOT TO BE REPRODUCED WITHOUT WRITTEN SNOW EXPOSURE FACTOR:..............................1
PERMISSION FROM SUPERIOR RECREATIONAL PRODUCTS AND /OR SNOW LOAD IMPORTANCE FACTOR: ........... 1
ISNOT TO BE USED IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THE SUPERIOR RECREATIONAL PRODUCTS. THERMAL FACTOR...................................................1.2
SITE NOTES: SEISMIC LOAD
1. A SEPARATE PERMIT(S) IS/ARE REQUIRED FOR ACCESSORY BUILDING, PATIO COVER, FENCE, SWIMMING POOL SEISMIC IMPORTANCE FACTOR: ....................... 1.6
RETAINING WALL, DEMOLITION ETC. SEISMIC SITE CLASS..........."""""""""""""""""""""""""""""D
2.ALLOWABLE WORKING HOURS FOR CONSTRUCTION ARE 6.30A.M. TO 7P.M., M-F, 7 AM TO 7 PM SATURDAY NO
SUNDAYS OR LEGAL HOLIDAYS PER LOCAL MUNICIPAL CODE. SEISMIC DESIGN CATEGORY................................A
3.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, NO
PETROLIUM BYPRODUCTS,SOIL PARTICULATE, CONSTURCUTION WASTE MATERIAL, OR WASTE WATER GENERATED ON
CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER PLAYGROUND EQUIPMENT PLANS ARE COMPLIANCE WITH
OR STORM DRAIN SYSTEM. 23.4.5 HANDBOOK FOR PUBLIC PLAYGROUND SAFETY. PLAYGROUNDS
SPECIAL INSPECTION IS REQUIRED FOR EPDXY APPLICATIONS AND EQUIPMENT SHALL BE DESIGNED AND INSTALLED USING THE
1. ALL ANCHOR BOLT SET INTO THE EXISTING CONCRETE HANDBOOK FOR PUBLIC PLAYGROUND SAFETY BY THE U. S. CONSUMER
2. ALL REINFORCING DOWELS SET INTO EXISTING CONCRETE PRODUCT SAFETY COMMISSION, AND THE ASTM/CPSC PLAYGROUND
3. ALL HOLD DOWN ANCHOR BOLTS SET INTO EXISTING CONCRETE AUDIT GUIDE AS APPLICABLE.
nWNFR AIl1TFC
1. FABRIC MEMBRANE(S) MUST BE REMOVED IF LIVE LOAD/ROOF SNOW
LOAD IS EXPECTED TO EXCEED 5 PSF AND/OR THE BASIC WIND SPEED IS
EXPECTED TO EXCEED 75 MPH.
2. THE OWNER ACCEPTS FULL RESPONSIBILITY OF REMOVING THE
FABRIC FROM THE STEEL FRAME WHEN ANY OR ALL OF THESE
CONDITIONS MAY OCCUR.
3. THE STEEL STRUCTURE WITH THE FABRIC REMOVED IS DESIGNED TO
WITHSTAND DEAD LOADS,ROOF LIVE LOADS, SNOW LOADS, SEISMIC
LOADS AND WIND SPEEDS PER THE LOCAL CODE REQUIREMENTS.
423.10.5.2 PLAYGROUNDS AND EQUIPMENT SHALL BE DESIGNED AND
INSTALLED USING THE HANDBOOK FOR PUBLIC PLAYGROUND SAFETY BY
THE U.S. CONSUMER PRODUCT SAFETY COMMISSION, AND THE
ASTM/CPSC PLAYGROUND AUDIT GUIDE AS APPLICABLE, RESULTING IN
FACILITIES WHICH ARE SAFE, STRUCTURALLY SOUND, VERMIN PROOF,
AND DO NOT HAVE JAGGED OR SHARP PROJECTIONS.
DRAWING OF THE FOUNDATION LAYOUT PLAN IS THERE SHEET A-5
PLANS/SPECIFICATION/COMPONENTS
SINCE POST ARE TO BE EMBED IN CONCRETE SO NO BASE PLATES, NUTS
AND BOLTS DETAILS GIVEN FOR THE INSTALLATION AND BUILDING OF
THE PLAYGROUND EQUIPMENT
FOUNDATIONS ARE DESIGNED COMPLY WITH FBC 2017 6TH EDITIONS,
CHAP 16, HVHZ, CATEGORY II, 175 MPH-3 SEC GUST, ASCE07-10,
EXPOSURE C.
DETAILED DESIGN REPORT IS SUBMITTED ALONG WITH DRAWING
PLAYGROUND EQUIPMENT MODEL ANALYSIS IS DONE BY APPLYING
WIND AS WELL AS GRAVITY LOAD COMPLIANCE WITH FBC2017 6TH
EDITION. BASE REACTIONS FROM ANALYSIS RESULTS ARE USED TO
DESIGN CHECK OF AUGER FOOTER.
POSTS ARE EMBEDDED IN CONCRETE DESIGN CHECK SHEET IS ALSO
ATTACHED ALONG WITH DRAWINGS.
POSTS BASE ARE CONSIDERED FIXED BY EMBEDDED PROVISION SO NO
BASE PLATE, ANCHOR DESIGN OR DRAWING IS SUMBMITTED
FJ
IJCENSER�•<`�
_ No. 64466 "9t
STATE OF
oR.n •ay.WNla.. I&IFLORIOA ' F
RlchaM Maweau K.N,"a';s��.•^, /
Notes
1 This item has been electronically signed
& sealed by Richard G. Marceau using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
Job # 1988
Drawn By. S.G.
Checked By R.A.G.
ssue Date: 3-5-20
Revisions:
No. Date Description
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WIiN ONAPrER 61 OE b1 - EDITOR FEOROA CODE AND APRICABEE B-ENtR �.
Richard G. Marceau, P.E. # 64466
CDIIES,NESE RIARS ARE E dE'S'E0-- STORING ERGINEER 6-
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1. THE FOUNDATIONS FOR THIS"STRUCTIJREgHA`JE BEEN DESIGNI 0IN
ACCORDANCE WITH THE 611h E"TJON OF THE FLORIDA BUILDING'"
CODE (FBC 2017).
2. F WMliIlllllliw Ahl At I BLE SOIL BEARING
L BEARING 1
E URESINCREASED
J WERE PROVIDED 1N
FBC SE..
3. THE P G.]E ESIGNED BY THE
MANUFA, RER PL1ANt WJ THE "STANDARD
CONS 1 4 OPMA PE SCIFICATION FOR
PLAYVSU , , IPMENT FOR PUBLIC USE" (ASTM F1487-17).
4. PLAYGR US ALL COMPLY WITH FAC 240.
5. PLAYGROUND SHALL BE INSTALLED USING THE HANDBOOK FOR
PUBLIOj'LAYGROUND SAFETY BY THE U.S. CONSUMER PRODUCT
SAFETY COMMISSION AND THE ASTM/CPSC PLAYGROUND AUDIT
GUIDE.
6, WIND LOADS ON THE STRUCTURE WERE DETERMINED IN
ACCORDANCE WITH ASCE 7-10, CHAPTER 16, HVHZ USING THE
FOLLOWING DESIGN CRITERIA: RISK CATEGORY 11, ULTIMATE WIND
SPEED: 175 MPH, NOMINAL WIND SPEED: 136 MPH AND EXPOSURE: D
7. THE ENGINEER SEAL IS FOR FOUNDATION DESIGN FOR WIND LOADS
ONLY. FOUNDATION DESIGN ASSUMES THE PLAYGROUND
COMPONENTS ARE RIGIDLY CONNECTED AND STRUCTURALLY
ADEQUATE TO TRANSFER THE WIND LOADS TO THE FOUNDATIONS.
8. CONCRETE STRENGTHS SHALL BE 3,000 PSI, MINIMUM. (fc = 3,000
PSI AT 28 DAYS)
ROCK
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CLIMBER
TRANSFER
STATION;
GLIDE
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-� PLAYWORLD'
Playmore Recreational Products
10271 Deer Run Farms Rd Ste 1
Fort Myers, FL 33966
(888)886-3757
a
EQUIPMENT SIZE:
25'4" X 21' X 13'
Z
USE ZONE:
37'5" X 337,
V
AREA PERIMETER
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USER CAPACITY: AGE GROUP:
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Total Elevated Play Activities. x
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Total Ground -Level Pay Activities. X ...
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Elevated
Aocessd*
Ground
Accessible
Ground -Level
Activities
-Level
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Play Types
Required
X
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PROJECT NO.
SCALE.
THIS DRAW NG ISM NSTRUENT OF SERVICE AND SMALL REMAIN THE PROPERTI Of 1-+L
EtONEERANDSHALLNOTBEREPRODIICED PUBLISHED OR USED N ANY WAY WI T�HOV'
(n
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THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT 2016 NOT PUBLISHED
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St Rose
1 /8"=V-0"
THS IS TO CERTIFY THAT I HAVE REVIEWED THIS PAN AND FOUND TO BE IN COA6llANCE :
Q N
WITH 2DIT FLORIDA RUIL N' NG CODE I TH EDITION,
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Richard G. Marceau, P.E. #64466
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STARR MEJIA
Paper Size
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>. �„. EMeosSEO NATH TTE SIGNwG ENGIN ER's sEAL OD cn DATE.
*PLAYGROUND SUPERVISION REO ED 01-AUG-19
__.._._.. ..__.__..__ -
\\LIOFNSE
Notes
nic . This
iteis m has been electroally sea gn
titem
`�\ P: •' e�, /ice
4:'
& sealed Richard G. Marceau using a
w+v.em wwA
No. 64466 9y
Digital signature 8 date.
Richard Marceau o-�.,fw° • m
/sidered
VqQvia �__
2. Printed copies of this document are not
con Signed 8 Sealed. This Signature
BTAfffE OF
must be verified on any electronic copies
i�j FLORIDA
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Job # 1988
Drawn By: S.G.
Checked By: R.A.G
Issue Date:3-5-20
Revisions:
No. Date Description
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NOTES:
1. FOUNDATIONS HAVE BEEN
DESIGNED IN ACCORDANCE W/
THE 6th EDITION OF THE FLORIDA
BUILDING CODE (FBC 2017)
2. PLAYGROUND HAS BEEN
DESIGNED BY THE
MANUFACTURER FOR
COMPLIANCE W/ ASTM F1487-17
— 21' -
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Richard G. Mstarceau, RP..E�.. #64466 o
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LICENSE'4F�
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E„a,.,m,�•,,,„o„m.
\\ZV
Qi No. 64466 'y
Digital signature & date.
Richard Marceau
_�
2. Printed copies of this document are not
considered signed & sealed. This signature
I ATE OF
FLORIDA
must be verified on any electronic copies.
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Job ## 1988
Drawn By: S.G.
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ssue Date: 3-5-20
Revisions:
No. Dale Description
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2. Printed copies of this dowmeat arenot
considered signed & sealed This signature
must be verified on any electronic copies
• n
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Job # 1988
Drawn By: S.G.
-hecked By. R.A.G.
Issue Date: 3-5-20
revisions:
No. Dale Description
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Support Post
Protective Surfacing
Level
12" max
(305mm)
(610mm)
CMU — 18 —'
OR PAVER (457mm)
Diameter
Factory -Applied
Protective Surfacing
Level Sticker
Footing Leg
Ground Level
Concrete
Support Post Footing (APT)
Detail (18" 0 x 24")
Support Post
Factory -Applied
Protective Surfacing Protective Surfacing
Level \ Level Sticker
12" max Footing Leg
1 (305mm) � Ground Level
Concrete
CMU 12'
OR PAVER (305mm)
Diameter
SpinTastic Post Footing (SP)
Detail (12" 0 x 24")
Support Post _
NOTES:
Factory -Applied
Protective Surfacing Protective Surfacing
Level Level Sticker
1.
THE FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE 6th EDITION OF THE FLORIDA BUILDING
'
CODE (FBC 2017).
12" Footing Leg
2.
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING
(305mm) Ground Level
PRESSURE OF 2,000 PSF AND ALLOWABLE LATERAL BEARING
1
PRESSURE OF 150 PCF, WITH ALLOWABLE PRESSURES INCREASED
-- _--
PER FBC. ASSUMED ALLOWABLE PRESSURES WERE PROVIDED IN
//j//
FBC SECTION 1806.
• ••.//j
3.
THE PLAYGROUND STRUCTURE HAS BEEN DESIGNED BY THE
12"
MANUFACTURER FOR COMPLIANCE WITH THE "STANDARD
(305mm) \j .•\j�
CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR
�w
PLAYGROUND EQUIPMENT FOR PUBLIC USE" (ASTM F1487-17).
/
4,
PLAYGROUND SHALL COMPLY WITH FAC 240.
✓/ Concrete
5.
PLAYGROUND SHALL BE INSTALLED USING THE HANDBOOK FOR
\/\//�!
PUBLIC PLAYGROUND SAFETY BY THE U.S. CONSUMER PRODUCT
SAFETY COMMISSION AND THE ASTM/CPSC PLAYGROUND AUDIT
12"
GUIDE.
CMU (305mm)
6.
WIND LOADS ON THE STRUCTURE WERE DETERMINED IN
OR PAVER
ACCORDANCE WITH ASCE 7-10, CHAPTER 16, HVHZ USING THE
Diameter
FOLLOWING DESIGN CRITERIA: RISK CATEGORY II, ULTIMATE WIND
SPEED: 175 MPH, NOMINAL WIND SPEED: 136 MPH AND EXPOSURE: D.
7.
THE ENGINEER SEAL IS FOR FOUNDATION DESIGN FOR WIND LOADS
Component Post Footing (CP)
ONLY. FOUNDATION DESIGN ASSUMES THE PLAYGROUND
COMPONENTS ARE RIGIDLY CONNECTED AND STRUCTURALLY
Detail (12" 0 x 12")
UATE NSFER THE WIN
TO THE FOUN
DS ONIMUM.
g.
CONQCRETE STRENGTHS SHALL BE 9,0 OAPSI, (fcDA3,0005
PSI AT 28 DAYS)
NOTE: FOUNDATIONS
ARE NOT TO SCALE
Z No. 64466 9y
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iOF
FLORIDA
FLORIOA� ' • �
MIS DRAWING IS AN •ISTRU•kENT OF SERVICE AND SHALL REJAAN THE PROPERTY OF T
ENGINEER AND SHALL NOT BE REPRODUCED PUBLISHED OR USED N ANY WAY WITHOUT
THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT TOTS NOT PUBUSHED
THIS G TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE �
WITH 2O17 FLORIDA RUILDINGCOOEBTHEOTION.
Richard G. MSEarceau, NPp.TE..AL#tp64466
C01/BO SEO tN'THIIMIfaYII�NCi ENGMEE SM
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7. This item has been electronically signed _ ^ t
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2. Printed copies of this document are not
considered signed & sealed. This signature -_—_--.ten...-•.o�
must be verified on any electronic copies.
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CODE INFORMATION
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a If NsIING XwEOWGI aDIt RORpABUBpNOCW[
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NEW DRINKING FOUNTAIN SECTION & ELEVATION — K-,a L 3 1 EXISTING PHOTO L 2 1
FIRST FLOOR PLAN
EXISTING FIRST & SECOND FLOOR PLANS
EXISTING 4'
SIDEWALK
ACCESS TO
PLAYGROUND
_ SS y,
�ar/si�1
`�♦V p'LICENSE'F.1P ��
No. 64466 9y S
I�JI` I`•'_ S TE `0
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FLIRIDAA..
LEI
/Y•M
NEW PROPOSED 4' SIDEW
TO ACCESS PLAYGROUND
EQUIPMENTS
;;;;:::;w t,,Ih ei6vsps
Notes
1 This item has been electronically signed
& sealed by Richard G. Marceau using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
!• rente
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bmq
10J�
rRw pM{Y10 YMi f �
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OF LIMA
CATHOLIC
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Drawn By.
Checked By: R.A.G. 111
Ilssue Date: 3-5-20 I
Revisions:
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wxniEx COx6Exi OF nE EVOBIEER conwO 1 NOT PUS—ED
rt„xa lsTO CFPNiv TNAT INFVE NEVEwEo rxLSPUNANDEWNO TOXEWCONEUANCEENEur /�
Richard G. Marceau, P.E. N 64466--E. WTI T.E s'...N. E=EE- —
/L\
RAMP LOCATON PLAN
1 SCALE: 1/8"=1' 0" (36"x24" SHEET SIZE)
NOTE:
THE CROSS SLOPE OF WALKING
SURFACE SHALL NOT BE -
STEEPER THAN 1.48 AS PER �- N
FLORIDA ACCESSIBLE CODE
403.3 SECTION B-B
NEW HANDRAIL TO CONFORM
W/ FBC 2017 6th EDITION.
SECTION A -A
(�)�SE�TION A-A,B-B
"=V-0" (36"x24" SHEET SIZE)
R¢neN WrGaw yew �wi.�,! E
Notes
1. This item has been electronically signed
& sealed by Richard G. Marceau using a
Digital signature & date.
2. Printed copies of this document are not
considered signed & sealed. This signature
must be verified on any electronic copies.
1 1-01,
NEW PLAY AREA SURACE
LIGHT BROOM SLIP RESISTANT FINISH
3,000 PSI CONCRETE SLAB WITH 6x6 W2.9
x W2.9 WELDED WIRE FABRIC.
i v
�-� RAMP LAYOUT PLAN
L SCALE: 3/a"=1'-0" (36'WC SHEET SIZE)
4-6"
A
1
W8 FOOTING WITH'
198$. •
Drawn By FDA0 •
Checked By. R.A.G.
Issue Date:3-1 1-20
Revisions:
No. Date Description
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A _ 6
Richard G. Marceau, P.E. M 64466
O1IE1 11 THESE I — IRE MELD VILESS
EMBOSSED calm mE SIGNING ENG-ERS BE&
NORTHEAST 5 AVENUE
PROPERTY LINE: 595.13'
TWO STORY
CSSBULDW
OSTORY
_ SUBr,►I
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ST. ROSE OF LIMA SCHOOL
l 425 NORTHEAST 1 05 STREET
MIAMI, FLORIDA, 331 38 �';�'� G 5 2019
•••• •••• •••••
• • • • ••••••
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---------- PROPERTY LINE: 595�97-------------------�
NORTHEAST 4 AVENUE
EXISTINCs: SITE PLAN
SCALE: V - 50'-0" T-I
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STRUCTURAL
ELECTRICAL
PLUMBING
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VSUBJECT TO COMPLIANCE V;" T; a .�.
-ATE AND COUNTY PULE: A::: .:�.
LC
GENERAL NOTES
1 FABRIC MEETS NFPA 701-04. ST, ROSE OF LIMA SCHOOL
2. ALL EXPOSED STEEL TO BE POWDER COATED.
425 NORTHEAST 105 STREET
FOUNDATION DESIGN MIAMI, FL 33138
CONCRETE COMPRESSIVE STRENGTH AFTER 28 DAYS: 3,000 PSI STEEL
REINFORCEMENT: ASTM-A615, GRADE 60 VERTICAL FOUNDATION
PRESSURE: 2,000 PSF
LATERAL BEARING PRESSURE: 100 PSF/FT
THE VERTICAL AND LATERAL BEARING PRESSURE VALUES WERE
CONSIDERED PER CONDITIONS OF FBC 2017 6TH EDITION.
FOUNDATION NOTES
1. THE FOUNDATION DESIGN IS BASED ON FBC 2017 6TH EDITION. IF DIFFERENT SOIL CONDITIONS ARE ENCOUNTERED,
IT IS MANDATORY THAT A SITE SPECIFIC GEOTECHNICAL REPORT IS CONDUCTED TO DETERMINE THE LOAD BEARING
VALUES OF THE SOIL. OWNER/CONTRACTOR ASSUME FULL LIABILITY IF NO GEOTECHNICAL INVESTIGATIONS ARE
CONDUCTED.
�• ! 11
I
DESIGN CRITERIA
2. IF THE FOOTING DEPTH DOES NOT MEET LOCAL FROST REQUIREMENTS, FOOTINGS SHALL BE RE -DESIGNED UNDER THE FBC 2017 6TH EDITIONS
DIRECTION OF AN ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST DEPTH. RISK CATEGORY II
DEAD LOAD
3. FOR DEEP FOOTINGS, A GEOTECHNICAL INVESTIGATION REPORT PREPARED BY OTHERS IS MANDATORY TO CONFIRM FABRIC: ................................ 0.5 PSF
THE PLASTIC ..............................3 PSF -
PRESUMED SOIL BEARING VALUES. OWNERS ASSUME FULL LIABILITY FOR ANY STRUCTURAL DAMAGE, IF NO PLATFORM ..........................6 PSF
GEOTECHNICAL REPORT IS PROVIDED LIVE LOAD
MATERIAL SPECIFICATIONS AND NOTES FABRIC LIVE LOAD: .............................. 5 PSF
1. ALL STRUCTURAL STEEL TUBING SHALL BE ASTM A-500. ROOF LIVE LOAD: .............................. 20 PSF
2. ALL OTHER STEEL (PLATES, GUSSETS, ETC.)SHALL BE ASTM A-36. PLATFORM LIVE LOAD.......................65 PSF
3. ALL WELDING IS TO BE DONE IN ACCORDANCE WITH THE LATEST AWS STANDARDS. CONCENTRATED LIVE LOAD ........... 150 LBS
4. ALL STAINLESS STEEL BOLTS TO BE CONFORMING TO ANSI/ASCE-8-90 WITH THE EXCEPTION OF THE SELF WIND LOAD
DRILLING SCREWS
AND BOLTS. RISK CATEGORY: ........................................ II
5. ALL ZINC COATED BOLTS SHALL BE GRADE 5/ASTM A325. BASIC WIND SPEED................................175 MPH
6. ALL FABRICATED STEEL & STRUCTURAL TUBES TO BE SAND BLASTED TO WHITE CONDITION PRIOR TO WIND EXPOSURE CATEGORY..............0
APPLICATIONOF TOP COAT. WIND ENCLOSURE TYPE: ....................... OPEN
7. TOP COAT: SIX - STAGE TGIC POWDER COATING PROCESS WITH ZINC - RICH PRIMER. GUST EFFECT FACTOR: .......................... 0.85
ERECTION NOTES: SNOW LOAD
1. ALL MEMBERS MUST BE PROPERLY BRACED UNTILL THE COMPLETE STRUCTURAL SYSTEM HAS BEEN GROUND SNOW LOAD: ........................................ 0
CONSTRUCTED. BRACING MATERIAL AND METHOD IS THE RESPONSIBILITY OF THE ROOF SNOW LOAD...............................................0
G.C. FROST DEPTH..........................................................0 IN. MIN.
2. THIS DOCUMENTS CONTAINS PROPRIETARY INFORMATION AND ISNOT TO BE REPRODUCED WITHOUT WRITTEN SNOW EXPOSURE FACTOR: .............................. 1
PERMISSION FROM SUPERIOR RECREATIONAL PRODUCTS AND /OR SNOW LOAD IMPORTANCE FACTOR: ........... 1
ISNOT TO BE USED IN ANY MANNER DETRIMENTAL TO THE INTEREST OF THE SUPERIOR RECREATIONAL PRODUCTS. THERMAL FACTOR...................................................1.2
SITE NOTES: SEISMIC LOAD
1. A SEPARATE PERMIT(S) IS/ARE REQUIRED FOR ACCESSORY BUILDING, PATIO COVER, FENCE, SWIMMING POOL SEISMIC IMPORTANCE FACTOR: ....................... 1.6
RETAINING WALL, DEMOLITION ETC. SEISMIC SITE CLASS..............................................D
2.ALLOWABLE WORKING HOURS FOR CONSTRUCTION ARE 6.30A.M. TO 7P.M., M-F, 7 AM TO 7 PM SATURDAY NO SEISMIC DESIGN CATEGORY................................A
SUNDAYS OR LEGAL HOLIDAYS PER LOCAL MUNICIPAL CODE.
3.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, NO
PETROLIUM BYPRODUCTS,SOIL PARTICULATE, CONSTURCUTION WASTE MATERIAL, OR WASTE WATER GENERATED ON
CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER PLAYGROUND EQUIPMENT PLANS ARE COMPLIANCE WITH
OR STORM DRAIN SYSTEM.
23.4.5 HANDBOOK FOR PUBLIC PLAYGROUND SAFETY. PLAYGROUNDS
SPECIAL INSPECTION IS REQUIRED FOR EPDXY APPLICATIONS
AND EQUIPMENT SHALL BE DESIGNED AND INSTALLED USING THE
1. ALL ANCHOR BOLT SET INTO THE EXISTING CONCRETE
HANDBOOK FOR PUBLIC PLAYGROUND SAFETY BY THE U. S. CONSUMER
2. ALL REINFORCING DOWELS SET INTO EXISTING CONCRETE
PRODUCT SAFETY COMMISSION, AND THE ASTM/CPSC PLAYGROUND
3. ALL HOLD DOWN ANCHOR BOLTS SET INTO EXISTING CONCRETE
AUDIT GUIDE AS APPLICABLE.
OWNER NOTES
1. FABRIC MEMBRANE(S) MUST BE REMOVED IF LIVE LOAD/ROOF SNOW
423.10.5.2 PLAYGROUNDS AND EQUIPMENT SHALL BE DESIGNED AND
LOAD IS EXPECTED TO EXCEED 5 PSF AND/OR THE BASIC WIND SPEED IS
INSTALLED USING THE HANDBOOK FOR PUBLIC PLAYGROUND SAFETY BY
THE U.S. CONSUMER PRODUCT SAFETY COMMISSION, AND THE
EXPECTED TO EXCEED 75 MPH.
ASTM/CPSC PLAYGROUND AUDIT GUIDE AS APPLICABLE, RESULTING IN
2. THE OWNER ACCEPTS FULL RESPONSIBILITY OF REMOVING THE
FACILITIES WHICH ARE SAFE, STRUCTURALLY SOUND, VERMIN PROOF,
FABRIC FROM THE STEEL FRAME WHEN ANY OR ALL OF THESE
AND DO NOT HAVE JAGGED OR SHARP PROJECTIONS.
CONDITIONS MAY OCCUR.
3. THE STEEL STRUCTURE WITH THE FABRIC REMOVED IS DESIGNED TO
DRAWING OF THE FOUNDATION LAYOUT PLAN IS THERE SHEET A-5
WITHSTAND DEAD LOADS,ROOF LIVE LOADS, SNOW LOADS, SEISMIC
PLANS/SPECIFICATION/COMPONENTS
LOADS AND WIND SPEEDS PER THE LOCAL CODE REQUIREMENTS.
SINCE POST ARE TO BE EMBED IN CONCRETE SO NO BASE PLATES, NUTS
AND BOLTS DETAILS GIVEN FOR THE INSTALLATION AND BUILDING OF
THE PLAYGROUND EQUIPMENT
FOUNDATIONS ARE DESIGNED COMPLY WITH FBC 2017 6TH EDITIONS,
CHAP 16, HVHZ, CATEGORY II, 175 MPH-3 SEC GUST, ASCE07-10,
EXPOSURE C.
DETAILED DESIGN REPORT IS SUBMITTED ALONG WITH DRAWING
PLAYGROUND EQUIPMENT MODEL ANALYSIS IS DONE BY APPLYING
WIND AS WELL AS GRAVITY LOAD COMPLIANCE WITH FBC2017 6TH
EDITION. BASE REACTIONS FROM ANALYSIS RESULTS ARE USED TO
DESIGN CHECK OF AUGER FOOTER.
POSTS ARE EMBEDDED IN CONCRETE DESIGN CHECK SHEET IS ALSO
ATTACHED ALONG WITH DRAWINGS.
POSTS BASE ARE CONSIDERED FIXED BY EMBEDDED PROVISION SO NO
BASE PLATE, ANCHOR DESIGN OR DRAWING IS SUMBMITTED
•
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Drown B S.G.
Checked By: R.A.G.
Issue Date:10.29.19
revisions:
No. Date Description
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wrtN CRaRTEAn6X2-6TI EOT�QN FLGRII�A9 oNGGCOXMD, -EW-E.Ts. C 1
10-30-19
Richard G. Marceou, P.E. N 64466
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P round. -Safety
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t t ASTM 129
GLIDE
SLIDE
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LIGHT
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CLIMBER RATTLE
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SLIDE
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1. THE FOUNDATIONS FOR THIS STRUCTU ,_ HAVE BEE
ACCORDANCE WITH THE 6th EDITION OFT E FLORID
CODE (FBC 2017). ZIP11111111111l L� PLAAAAAAAAYWORLD
2. FOUNDATIONS ARE ?ESIG &EISQ1 AN oIAWABLE S2LIBEARShIM
uFKAS wERE'PROVID Playmore Recreational Products
FBC SE" a*t'"�
3. THE P DESIGNED BY THE 10271 Deer Run Farms Rd Ste 1
MANUF MPl `,N WJ THE "STANDARD Fort Myers, FL 33966
CONSUME Y P FORM SPECIFICATION FOR (888)886-3757
PLAYGR UIPMENT FOR PUBLIC USE" (ASTM F1487-17).
4. PLAYGROUND SHALL COMPLY WITH FAC 240.
5. PLAYGROUND SHALL BE INSTALLED USING THE HANDBOOK FOR
PUBLIC,PLAYGROUND SAFETY BY THE U.S. CONSUMER PRODUCT
SAFETY COMMISSION AND THE ASTM/CPSC PLAYGROUND AUDIT
Q
GUIDE.
EQUIPMENT SIZE
6. WIND LOADS ON THE STRUCTURE WERE DETERMINED IN
25'4" X 21' X 13,
Z
ACCORDANCE WITH ASCE 7-10, CHAPTER 16, HVHZ USING THE
FOLLOWING DESIGN CRITERIA: RISK CATEGORY 11, ULTIMATE WIND
SPEED: 175 MPH, NOMINAL WIND SPEED: 136 MPH AND EXPOSURE: D.
—
THE ENGINEER SEAL IS FOR FOUNDATION DESIGN FOR WIND LOADS
07.
ONLY. FOUNDATION DESIGN ASSUMES THE PLAYGROUND
USE ZONE
37'5" X 33'2"
COMPONENTS ARE RIGIDLY CONNECTED AND STRUCTURALLY
ADEQUATE TO TRANSFER THE WIND LOADS TO THE FOUNDATIONS.
8. CONCRETE STRENGTHS SHALL BE 3,000 PSI, MINIMUM. ft = 3,000
PSI AT 28 DAYS)
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THIS DRAWING 15 AN INSTRUMENT Or SERVICE AND SMALL REMAIN THE PROPERTY
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ENGINEER. AND SHALL NOT BE REPRODUCED. PUBLISHED OR USED IN ANY WAY W I
'THE WRITTEN CONSENT THE ENGItER, COPYRIGHT 2D16 NOT PUBLISHED
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PROJECT NO:
SCALE:
I THISISTOCERTIFY THATINAVE REVIEWED T14M PLAN AND FOUND TO BE IN COMPUANCF
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! T1 2017 FLORIDA RUILDING CODE BTH EDITION,
"41i
10-30-19
G. Marceau, P.E. #64466
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Paper SizeRichard
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DATE:r
01-AUG-19
Job #
1988
Drawn By:
S.G.
'hecked By.
R.A.G.
Issue Date:10.29.19
Revisions:
No. Date Description
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NOTES:
1. FOUNDATIONS HAVE BEEN
DESIGNED IN ACCORDANCE W/
THE 6th EDITION OF THE FLORIDA
BUILDING CODE (FBC 2017)
2. PLAYGROUND HAS BEEN
DESIGNED BY THE
MANUFACTURER FOR
COMPLIANCE W/ ASTM F1487-17
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Drawn By: S.G.
Checked By R.A.G.
Issue Date:10.29.19
Revisions:
No. Date Description
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ROCK ••.•••
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STATION C�P COMPONENT POST FOOTING �� z•••:•
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SLIDE I-- • • • -J-� z .tea •-+
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16" GENERAL NOTES: • • W4
1-- 33" 2 " 24" 1. THE FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN • • • • • p d
( 66" 1 �' DESIGNED IN ACCORDANCE WITH THE 6th EDITION OF THE • • • z C4 V ROT-
FLORIDA BUILDING CODE (FBC 2017). N EQ-
If 33"— 38„ 38" 2. SEE FOOTING DETAILS AND SITE PLAN FOR FOUNDATION •
SIZE AND DESIGN CRITERIA. • •
-- 33" -1� 50" 33" - — — - - -- -
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CLIMBER-- 34" T - ___A
GLIDE 16"_ J O b 1988
54" CLIMBING SLIDE } SPINTASTIC
Drawn By S.G.
12" WALL
r Checked By. R.A.G.
46
I 1
3 " -,sue Date: 10.29.19
Revisions:
No. Date Description
CURVED
SLIDE Alii
II
Al I
No. 64466
\\\III11//2
TATE OF
I 0 �
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THIS DRAWNG IS AN INSTRUMENT OF SERVICE AND SMALL RE7MR1 THE PROPERTY OF T ^ t` O u
ENGINEER AND SHALL NOT BE REPRODUCED. PUBLIYEO OR USED IN ANY WAY W THOUT J �.
THE WRITTEN CONSENT OF THE ENGINEER. COPYFOGHT 2016 NOT PLBILIS ED
THIS 4S TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE W COMPLIANCE J `� �-> O
WITH 2DI7 FLORIDA RUILDINDCODECTH EDITION. UN T`1 N Q
10-30-19 L` a 0 J a 0LL
Richard G. Marceau, P.E. #64466 wa v N Z ~
co IEs of TT$ PANS AI$ NorvAtlD g�SS z"
EAAM&T W THE SIGNING ENGINEERS SEAL O (7) � O Q W
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Support Post Support Post NOTES:
PP � Factory -Applied
Factory -Applied Protective Surfacing Protective Surfacing
Protective Surfacing Protective Surfacing Level Level Sticker 1. THE FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN
Level Level Sticker ACCORDANCE WITH THE 6th EDITION OF THE FLORIDA BUILDING
-- — - _ CODE (FBC 2017).
12" Footing Leg 2. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING
12" max Footing Leg (305mm) PRESSURE OF 2,000 PSF AND ALLOWABLE LATERAL BEARING
(305mm) Ground Level PRESSURE OF 150 PCF, WITH ALLOWABLE PRESSURES INCREASED
Ground Level PER FBC. ASSUMED ALLOWABLE PRESSURES WERE PROVIDED IN
FBC SECTION 1806.
\/�\\//.\\/��� II ` /jam//1• j�/j 3. THE PLAYGROUND STRUCTURE HAS BEEN DESIGNED BY THE
II X/ • /�// 12 \\j/� ,• \\j/� MANUFACTURER FOR COMPLIANCE WITH THE "STANDARD
24\/j �,/j� (305mm) \j \\j CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR
(610mm) \\ \\ / / PLAYGROUND EQUIPMENT FOR PUBLIC USE" (ASTM F1487-17).
4. PLAYGROUND SHALL COMPLY WITH FAC 240.
5. PLAYGROUND SHALL BE INSTALLED USING THE HANDBOOK FOR
1 `✓/ %\ Concrete PUBLIC PLAYGROUND SAFETY BY THE U.S. CONSUMER PRODUCT
✓/\�/\�/�� Concrete SAFETY COMMISSION AND THE ASTM/CPSC PLAYGROUND AUDIT
12• GUIDE.
If 18" i- CMU (305mm)'6. WIND LOADS ON THE STRUCTURE WERE DETERMINED IN
C( ) MU 457mm OR PAVER ACCORDANCE WITH ASCE 7-10, CHAPTER 16, HVHZ USING THE
OR PAVER Diameter FOLLOWING DESIGN CRITERIA: RISK CATEGORY II, ULTIMATE WIND
Diameter SPEED: 175 MPH, NOMINAL WIND SPEED: 136 MPH AND EXPOSURE: D.
7. THE ENGINEER SEAL IS FOR FOUNDATION DESIGN FOR WIND LOADS
Component Post Footing (CP) ONLY. FOUNDATION DESIGN ASSUMES THE PLAYGROUND
Support Post Footing (APT) COMPONENTS ARE RIGIDLY CONNECTED AND STRUCTURALLY
Detail (1211 0 x 12") ADEQUATE TO TRANSFER THE WIND LOADS TO THE FOUNDATIONS.
Detail (18" 0 x 24") 8. CONCRETE STRENGTHS SHALL BE 3,000 PSI, MINIMUM. (Pc = 3,000
PSI AT 28 DAYS)
Support Post NOTE: FOUNDATIONS
Factory -Applied
ARE NOT TO SCALE
Protective Surfacing Protective Surfacing J
Level \ Level Sticker �
12" max I I/ Footing Leg
(305mm) ir Ground Level
II
I
/ i
�\/ . \/ �V'T: LICENSE
(610mm) �\, •' .' j\! �° No. 64466G
is 10 "
�;
ATE Of
FLORIDA
Concrete;``
C M U ,�' — 12" —
OR PAVER (305mm)
Diameter
SpinTastic Post Footing (SP)
Detail (12" 0 x 24")
THIS DRA"w - - - - - F u .. ,I ;E AND SHAL.i REWN THE PROPERTY OF T
ENGINEER C PUBLISHED OR USED N ANY WAY WTHW
THE WRITTEN CUNSEN: OF THE ENGINEER. COPYMGHT 2016 NOT PUBLISHED
THIS iS TO CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND TO BE IN COMPLIANCE
WITH 2O17 FLORIDA PAJILOINGCOOESTH EDITION..
10-30-19
Richard G. Marceau, P.E. ##64466
COPIES OF THESE PLANS ARE NOT VALID UFUSS
EMBOSSED WITH THE SIGNING ENGIN R'S SEAL
IJob # 1988
Drawn By: S.G.
Checked By. R.A.G.
Issue Date:10.29.19
Revisions:
No. Date Description
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HE LO.YAACTOA 16. LOIr6gE IGN THE -1 tIt w Vsw to µl RARTB Of THE
YaNTRACT DOCU Tl AS A RCOpPEEA«T M 1ws PROA" CT
CONP FT FAOTEEI . NOT I AITEO I O TP
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REBPo-1.v rm R. ANDCOGNIONAt NG THE WORN.1. 11 TRADES.WD
AEE ARWICASIE aVS1EW
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INIEMBES I
T TRE CONTRACIO. SHAEL RENCw AW THE DANGS AND a -IONb TO
Coo-, EAS11W sAIGNG_11ON. ANT VARwrGC OR
ANGF61-1 MISE FRO. THE ABW:.fN1w RNµI e[ R[FORl EO TO THE
MCwiECT wBEdA11LT FOR RE ON µt GNr«ve AND AOp110Nu COST
H18UIiWG FqO. THEI, 11 rH MImnMElr SUB _. 01 IH1-1 AH-1
-1 BE THE BOL[ RCSPoNSIM Iry O1 THE COMgwCTOR TO BE NED,
µl-A. -.1. AND THE WSTKUigx slµl m W 1u11 COrEORMA«CF w1H
S ADA MD IATEST f URRAI. Si«i( AND LOLN CODES :Aw AW ORpNAN;fS.
I ONTO IHF N.SI .IIIHI RE-ONs ADpiIO«E, ANENpC»rs. AND
ATTCRRREIATIOME
/='IEINIRFAIN
T.LiLAEN IA VZAiigN6, NICON COtB1NUCITn OR
SAEETr RR 1HA T ILLETI 1.11-I.D.Ni
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r FEES REONRCD TO COw«f IF THE WO RI(
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E ANOIITECI LAGER NOURCUNs1A«CES-LOWE«BION UNIIR.ANEDER
HE ORNNIWS THE ARCM_ ENALL IN NOTIDED GI Mr ITSCRFFNTpES
fount, IN THE
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'DEAN' NTTHEWT WROTE.-TBUCTION 1NOM IRE ARCHITIET
L N ; NTT. TH[ BUEdNO NAGIN AND THE OVMER
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CODE INFORMATION
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1;IO S L �diDAx4 WTH
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EN MOS RE Or ANEIOME 1 11AW EVINONS NI BIDS
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Job # 1988
Drawn By: S.G.
Checked By R.A.G.
Issue Date: 10.29.19
revisions:
No. Date Description
/
-r�nn n1Ne-
TREDRAWINGI6 ANINSTRUMENTOf SEANCEAND6HNl REMA TIEPROPERT TIF
ENONEER, AND BIWIL NOT BE REVRODICED. PUBLISHED OR USED N AM' WAV W HOIT
NEWATTEI CONSENT OF THE ENGINEER COPVwGM]019 IOTALBLISIIG
THIS I6 TO CERTIFY TINT I HAVE RENEWED TIIS PM MD FWND TO BE IN COMRONCE
WITICIAPTER16CEAU511ENTOx Fld DAB NNGCODEANDAW+EICMB fi MIENENIS.
10-30-19
Richard G. Morceou. P.E. # 64466
COISS OF THESE PLANS ARE NOT NAEID UNLESS
EMBOSSED WITH TIE SIGNING ENGINEERS SEAL
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Job # 1988
Drawn By. S.G.
Checked By: R.A.G.
Issue Date:10.29.19
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10-30-19
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Richard G. Marceau. P.E. # 64466
_ES OF THESE PUNS Al UNLESS
EMBOSSED WITH THE SIGNINNEER