23-009_Hunters Run_Pergola Plans-S1.00-FeedbackS1.00
COVER SHEET
Site Location Map N.T.S.
DESIGN INFORMATION
1.THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
-FLORIDA BUILDING CODE 7TH ADITION (2020)
-WIND LOADS CALCUATED IN ACCORDANCE WITH ASCE 7-16
WIND SPEED: Vult = 170 MPH (ULTIMATE), Vasd = 132 MPH (NOMINAL)
BUILDING RISK CATEGORY II
EXPOSURE: C
BUILDING DESIGNATION: OPEN
MEAN ROOF HEIGHT LESS THAN 30'-0"
2. BUILDING DESIGNED FOR THE FOLLOWING SUPERIMPOSED DEAD AND LIVE
RESIDENTIAL LOADS:
-DEAD LOAD: 5 PSF
-LIVE LOAD: 20 PSF
3. LOUVERS SHALL BE SPACES SUCH THAT THEY ALLOW A 50% SYSTEM POROSITY WHEN
FULLY OPENED. SYSTEM IS NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM
HUMAN ACTIVITY.
4. ALL STRUCTURAL COMPONENTS AND SYSTEMS SHALL BE DESIGNED FOR SELF WEIGHT,
SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS SHOWN ON THE PLANS, AND
THE LIVE LOADS SHOWN ABOVE.
5. DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU
AS A HIGH WIND ADVISORY FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE
OPEN POSITION, WITH THE LOUVER BLADES VERTICAL, AND ANY FANS OR ACCESSORY
COMPONENTS SHALL BE REMOVED. LOUVERS AND WINDSCREENS, IF SPECIFIED, SHALL
BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. THE STRUCTURE SHALL ALSO NOT
BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE.
THE STRUCTURE SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR
PAINTED INSTRUCTIONS TO THE OWNER OR TENANT STATING THAT:
(1) THE SYSTEM IS NOT DESIGNED FOR HUMAN ACTIVITY
(2) TO REPOSITION THE LOUVERS AND WINDSCREENS DURING WIND OR SNOW
ADVISORIES.
THE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT
HOLDER AT THE TIME OF SALE. SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED TO
OPERATE PROPERLY WITH SENSORS WHICH WILL PROMPT THE LOUVER.
GENERAL NOTES
1.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
PROCEEDING WITH THE AFFECTED PART OF THE WORK.
2.ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE
LATEST REVISION, UNLESS OTHERWISE NOTED.
3.WHENEVER A CONFLICT OCCURS BETWEEN ANY SPECIFICATION, ANY INFORMATION
SHOWN ON THE PLANS AND/OR ANY REGULATORY REQUIREMENT, THE MORE STRINGENT
REQUIREMENT SHALL APPLY.
4.THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAINING
REQUIRED PERMITS FROM ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER
THE WORK.
5.ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK,
INCLUDING STATE AND LOCAL BUILDING CODES.
6.CONSTRUCTION SHOWN ON THESE PLANS IS PERMITTED ONLY FOR THE WORK LOCATED
WITHIN THE PRIVATE PROPERTY. ALL WORK WITHIN THE RIGHT-OF-WAY AND EASEMENTS
WILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THE
CONSTRUCTION OR MATERIALS SHOWN ON THESE PLANS.
FOUNDATION
1.FOUNDATION ARE DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF.
2.FOOTING SHALL BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS
MATTER, AND CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE.
3.CONTACT ENGINEER OF RECORD (EOR) IMMEDIATELY IF ANY UNDERGROUND
STRUCTURES, FOUND DURING EXCAVATION, IMPEDE THE COMPLETION OF CONSTRUCTION
AS SHOWN.
CONCRETE
1.CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3000 PSI WITH A FIBER CONTENT OF
1.5 LBS PER CUBIC YARD.
2.CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND
SPECIFICATIONS.
3.FORMWORK SHALL COMPLY WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE
WORK.'
CONCRETE ANCHORS:
1.EPOXY SHALL BE HILTITM HIT HY 150 MAX.
2.CONCRETE SCREWS SHALL BE HILTITM KWIK-CON II.
3.EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTITM KWIK-BOLT 3
OR EQUAL.
FASTENERS:
1.ALL FASTENERS TO BE A MIN. #12 X 1-1/2" OR GREATER 18-8 SERIES 300 NON-MAGNETIC
ALLOY, STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT
MATERIAL AND SHALL COMPLY WITH APPLICABLE CODES.
REINFORCING
1.REINFORCING BAR SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI AND CONFORM TO
ASTM 615. SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-08 FOR "STRENGTH DESIGN."
FABRICATION AND PLACING OF STEEL SHALL BE IN ACCORDANCE WITH ACI CODE
STANDARDS AND PRACTICE PROCEDURES.
2.MINIMUM CONCRETE COVER FOR REINFORCEMENT:
A.CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER #5 BAR AND SMALLER - 1 1/2"
ALUMINUM
1.ALUMINUM MATERIAL: SHEET METAL IS 5052-H32 UNDER ASTM B209. EXTRUSIONS ARE
6063-T5 UNDER ASTM B221, STRUCTURAL IS 6061-T6 UNDER ASTM B211 WITH FTY=35 KSI
AND FTU = 38 KSI, UNLESS OTHERWISE STATED. ALUMINUM WELDS SHALL USE 5356 ALLOY
WITH MINIMUM SHEAR STRENGTH OF 17 KSI. ALL WELDING TO CONFORM TO AWS
STANDARDS. ALL BOLTS AND SCREWS IN CONTACT WITH ALUMINUM ARE STAINLESS
STEEL A304/A316.
2.ALUMINIUM WELDING: SHALL BE PERFORMED IN ACCORDANCE WITH 2020 FBC SECTION
2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWA A5.10 STANDARDS TO ACHIEVE
ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL
PART I-A, TABLE 7.3.1. SUGGESTED WELD FILLER: 5356 ELECTRODES. ALL ALUMINUM
CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND
METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN
WELDING SOCIETY'S STRUCTURAL WELDING CODE-ALUMINUM (D1.2). MINIMUM WELD IS 1
8"
THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL INSULATE DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS PER
FBC.
4.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND
INSTALLATION.
ABBREVIATIONS
(NOT ALL ARE USED)
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
BLDG BUILDING
BRG BEARING
CONC CONCRETE
DIA DIAMETER
DL DEAD LOAD
DWG DRAWING
EA EACH
EOR ENGINEER OF RECORD
EL ELEVATION
EW EACH WAY
EXT EXTERIOR
FBC FLORIDA BUILDING CODE
FTG FOTTING
LL LIVE LOAD
MPH MILES PER HOUR
MIN.MINIMUM
OC ON CENTER
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
REQD REQUIRED
TYP TYPICAL
VIF VERIFY IN FIELD
W/ WITH
ALUMINUM PERGOLA CONSTRUCTION PLANS
SHEET INDEX
SHEET NUMBER SHEET TITLE
S1.00 COVER SHEET
S2.00 ISOMETRIC PERGOLA PLAN
S3.00 PERGOLA PLAN
S4.00 PERGOLA DETAILS
S4.01 PERGOLA DETAILS
S5.00 HORIZONTAL LOUVER DETAILS
S5.01 HORIZONTAL LOUVER DETAILS
Drawn by
DateRevisionNo.
AD
Checked by
JD
DATE:
SHEET NUMBER
SHEET TITLE
ISSUED FOR DATE
CONSTRUCTION
PROJECT
DeYoung Design & Engineering, LLC
8112 Dean Street
Riverview, FL 33578
813.767.7070
August 13, 2023ALEXANDRA L . DE
Y
OUNGALORISTATE OF
F D NS
SEFORP
LANOI E NIG REENo. 82327
L I C E NSE
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THESE DRAWINGS &
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
This item has been digitally signed and
sealed by Alexandra L. DeYoung, PE on
the date adjacent to the seal.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies.
8/13/2023
HUNTERS RUN COUNTRY CLUB
3500 CLUBHOUSE LANE
BOYNTON BEACH, FL 33436
PARCEL NO:
08424601040000010
APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
APPROVEDAPPROVEDAPPROVEDAPPROVEDAPPROVED
Planning & Zoning Division
November 30, 2023
Project #: ___________________________MMSP 2023.11.87601