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Building & Code Regulation Clmsion
23H Wginla Avonue
Fort Pierce, FL, U992
PROPERTY INFORMATION
Address: 8027 Plantation Lakes Dr
City 1 State 1 Zip: Port St Lucie, FI 34986
Parcel #: 3321-803-0049-00015
Zoning: RS-2
APPLICATION INFORMATION
Permit Number: 2202-0565
Permit Type: ROOF - TILE
CONTRACTOR INFORMATION
Contractor Name:
Jeffrey J Hampson
Business Name:
St Lucie Roofing Inc
Business Addr:
1919 Sw South Macedo Blvd
City I State I Zip:
Port St Lucie, FI 34984
REVIEWS AND COMMENTS
Review Type Status
FRONT COUNTER REVIEW COMPLETE
Comment:
NOTIFIED FOR PICK UP PENDING
REVIEW COMMENTS
Owner(s):
Frank L Baker 1 Gigi Navarro
Jurisdiction_ SAINT LUCIE COUNTY
Lot#: 45 Block:
Reviewed By
Ellen Vaughn
Ellen Vaughn
1
Stories: Automatic Sprinkler System? No
Fax Number: 772-207-7354
Email: Jeffh.Slr@Gmail.Corn; Slroof
ingoffice@Gmail.Com
Date Started Date Completed Date Released
2/21/2022 2/21/2022 2/21/2022
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Joseph Fersch 3/2/2022
3/2/2022 Comment: THE SUBMITTED ST. LUCIE COUNTY ROOF INFORMATION SHEET SECTION D IS INCOMPLETE SECTION E
NOT SUBMITTED. SUBMITTED A COMPLETED FORM, 170.2 FBC 2020 7TH ED
ST. LU IE
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: (_�& L,(_A_C'-'j ,jT M ( License # coo [ Y SO LP
Job Address �e`t V) ate,J ( Y L
❑ Low Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
Sketch Roof Plan
Inclur'
i
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panei/Shingles
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
q�'Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Maintenance Reroofing
-ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
0 Recovering
Total (SF) 31 -5
Section B (Roof Plan)
Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
,f parapets.
t13
az
C�J
T LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: C 0 c1 O r>v4-e- Uz—.
Notice of Acceptance Number: FL- {l �T j , OL — V j .3
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type:
Type Underiayment: �{ Ti cr l t nd-e,, t mer+ r l.- ?J !
Roof Slupe:
' T z Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type &Spacing:
e ` f Adhesive Type: p) fb+n -FL 3�
Type Cap Sheet
Mean Roof Height: 1 Roof Covering: CJnC -�t 'c
Type & Size Drip J�
Edge:
t LICE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or
2. Compare the values for Mrwith the values from Mf. If the Mf values
are greater than or equal to the
Mrvalues, for each area of
the roof, then the tile attachment method is acceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x �Mg
=Mn Product Approval M�
(Zone 2e:
. x l _ - Mg.,
= M . Product Approval Mf--
(Zone 2n:
x lL _ Mg:
= Mom, Product Approval Mr
(Zone 2r:
x 7t = ) - Mg:
= Mr&Product Approval Mf
(Zone 3e:
xl _ -Mg:
=Ma. Product Approval Mt
(Zone 3r:
x ), _ �� - M91
Me& Product Approval Mf
Method 2 "Simplified Tile
Calculations Per Table Below"
1equired Moment of Resistance
(Mr) From Table Below
Product Approval Mr
Mr required Moment Resistance`
Mean Roof Height Roof Slope
15,
20'
25'
30'
40'
7:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
v i
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:= ) -W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= ) -W: cos r =Fr3r Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Dc
sign Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
M
pan Roof Height
H
Job Site
Rc
of Slope
6
Job Site
Aerodynamic
Multiplier
A
Product Approval
RE
storing Moment due to Gravity
Ms
Product Approval
At
achment Resistance
Mf
Product Approval
]t
quired Moment Resistance
Mg
Calculated
M
nimum Attachment Resistance
F'
Product Approval
R
quired Uplift Resistance
Fr
Calculated
Ax
erage Tile Weight
W
Product Approval
Tile
Dimensions
L = length W = width
Product Approval
All
calculations must be submitted to the building official at the time of permit application.
M
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
www.flori(laenginceiiiil,,antltcstiiig.com
2.50 S.W.13`h Avenue
Pompano Beach, FL 33069
DATE: 3/30/22 JOB ORDER #: 22-1364
CLIENT: St. Lucie Roofing
ADDRESS: 1919 SW South Macedo Blvd. Port Saint Lucie FL 34984
PROJECT: Baker/Navarro Residence Boral Estate "S" Tile Roof
ADDRESS: 8027 Plantation Lakes Drive Port Saint Lucie FL 34986
2020 FBC/ASCE 7-16 DESIGN PRESSURE CALCULATIONS
Proiect Information:
Mean Roof Height = Max. 15' Exposure: C Basic/Ultimate Wind Speed: V„ it=170 mph
Length = 83' Category: 11 Nominal Wind Speed: Vssd=Vu1t*40.6
Width = 68' Slope: 6/12 = 26.6° (asd = allowable strength design)
Residential Hip Roof K, = 0.85, Kzt — 1.0, Ka — 0.85
For multiple deck condition, the most conservative dimensions were utilized for design talcs.
Design Calculations:
Velocity Pressure: q = 0.00256*K K tKdKeVZ
Velocity Pressure (,It): q-=0.00256(0.85)(1.0)(0.85)(1.0)(170)2 — 53.45 psf
Velocity Pressure (asd): q=0.00256(0.85)(1.0)(0.85)(1.0)(170*40.6)2 = 32.07 psf
Width of Pressure Coefficient: 0.1(68') — 6.8'
0.4(15') = 6.0' } use: 6'0"
For hip roofs with a roof slope of 25 degrees or less, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
GCP1
rn -1.4
GCP2e
= -2.0
GCP2r
= -2-0
GCP3
= -2.0
GCP,,3
= -3.1
Internal Pressure Coefficient:
GCPi 0.18
Figure 30.3-2G
74
AV, .07 *A
t!` V
Qualiir,/ `{fir .Issrcrunc
10
Page 2, 3/30/22, Job Order # 22-1364
St. Lucie Roofing - Baker/Navarro Residence
Boral Estate "S" Tile Roof
8027 Plantation Lakes Drive; Port Saint Lucie, FL:
Desien Pressures Based on Vasd:
Field
P1 —
32.07*[(-1.4)
— (0.18)]
= -50.7 psf
Perimeter (Ridge)
P2e —
32.07*[(-2.0)
— (0.18)]
= -69.9 psf
Perimeter (Edge)
P2r —
32.07*[(-2.0)
— (0.18)]
= -69.9 psf
Corners
P3 =
3107*[(-2.0)
— (0.18)]
= -69.9 psf
Max. Overhang
P3o„3 =
32.07*[(-3.1)
— (0.18)]
= -105.2 psf
Attachment Requirements Per RAS-117 (Boral Esate "S" Roof Tile):
Tile System: Moment Based
Aerodynamic Multiplier: 0.289 ft3 (Direct Deck Application - Table 2)
Restoring moment due to gravity: Mg = 6.33 ft-lbf (Direct Deck Application - Table 3)
Attachment resistance expressed as a moment: Mf= 26.1 ft-lbf for two (2) patties (8 grains/patty)
of ICP Adhesives Polyset AH-160
Field
Mri =
(50.7*0.289) —
6.33 ft. lb
= 8.3 ft. lb. < 26.1 ft. lb =
PASS
Perimeter (Ridge)
Mr2r =
(69.9*0.289)
6.33 ft. lb
= 13.9 ft. lb. < 26.1 ft. lb
= PASS
Perimeter (Edge)
Mr2e =
(69.9*0.289) —
6.33 ft. lb
= 13.9 ft. lb. < 26.1 ft. lb
— PASS
Corners
Mr3 =
(69.9*0.289)
— 6.33 ft. lb
= 13.9 ft. lb. < 26.1 ft. lb
= PASS
Max. Overhang
Mr,,,,3 =
(105.2*0.289)
— 6.33 ft. lb
= 24.1 ft. lb. < 26.1 ft. lb
= PASS
System is acceptable as approved with two (2) patties (8 grams/patty) of ICP Adhesives
Polyset AU-160 based on the requirements of NOA # 21-0323.05.
Notes:
• Corners and perimeter area dimension shall not be less than a — 60"
• Additional testing (for example TAS-105, TAS-124, TAS-126) may be required by the
building department and/or the NOA/product approval for the installation of the above roof
system. Client must verify directly. FE&T can perform these additional tests, upon request.
• Contractor to verify that the fastening patterns meet manufacturer's requirements for
issuance of a warranty (as applicable).
• All work shall be in compliance with the local building code product control notice of
acceptance and manufacturer specifications and Florida Building Code 2020 Edition.
• Wind load calculations based on ASCE 7-16, 2020 FBC, and information provided by client.
Client is responsible for verifying existing/proposed conditions/decks as it pertains to the
above provided product approval.
• All work shall be inspected by our field engineer (or authorized representative) or a building
department inspector to verify compliance with specifications.
Sincerely,
Mohammad Reza -59r 11y.y do y oba d
Reza Randly JaW�dn
RaffatyJavidan oaM;zozzon.oiioai,zs-0•oa
Reza 7avidan, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923