WS-18-453Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Per
Permit NO, WS-2-18-453
Permit Type: Windows/Shutters
ilarkClassification: Window/Door Replalcem
Pennit Status: APPROVED
issue Date: 4/11/2018
Expiration: 10/08/2018
Parcel Number
Applicant
429 NE 99 Street
Miami Shores, FL 33138-2461
1132060170400
Block: Lot:
JULIA NEGREVERGNE
Owner Information
Address
Phone
CeII
JULIA NEGREVERGNE
429 NE 99 Avenue
MIAMI SHORES FL 33138-
429 NE 99 Avenue
MIAMI SHORES FL 33138-
Contractor(s)
T&S ROOFING SYSTEMS INC.
Phone
305/265-2654
CeII Phone
Type of Work: ADDING/ REPLACING SKYLIGHTS
No of Openings: 2
Additional Info: ADDING/ REPLACING SKYLIGHTS
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Amount
$0.60
$2.00
$2.00
$0.20
$120.00
$9.00
$0.80
Total: $134.60
Pay Date Pay Type
Invoice # WS-2-18-66530
04/11/2018 Credit Card
02/22/2018 Credit Card
Amt Paid Amt Due
$ 84.60 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
Review Building
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 ass me resp sibility for all work d. e by either myself, my agent, servants, or employes. I understand that separate permits are
required for(ELE-pCTRICAL, LUMBI IG MECHANICAL, WI BOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS !AFFID
construction and
the foregoing formation is accurate and that all work will be done in compliance with all applicable laws regulating
e the ..ove-named contractor to do the work stated.
uiori ed Sig ature{owner / A
Buildin . Department C
April 11, 2018
cant / Contractor / Agent
April 11, 2018
Date
1
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
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
RECEIVEb
FEB 21 2018
FBC 2010
Master Permit No. 12-f 7'L R r
Sub Permit No. VN S i J5 >
ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
El PUBLIC WORKS
JOB ADDRESS: TA \\w ' q AA
City: Miami Shores
Folio/Parcel#: \` `V1- 4 6'no kW
County:
Occupancy Type: Load: _ Construction Type:
AO
OWNER: Name (Fee Simple Titleholder):
q
Address: iLi N 6C1
\am\ S \(QS
City:
State:
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Flood Zone:
Neje e1'.e
BFE: FFE:
Phone#:
Zip: 3 513K
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: F 1 N w 7_—)9r
City: N \ S
Qualifier Name: '1,W\ S
:ate:
L
9
Phone#:
Phone#:
Zip:
State Certification or Registration #: C1 CSC \3 Z 6e-32— Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 6
Type of Work: ❑ Additon fin❑ Alteratio
Description of Work: `f �1�
1\
Square/Linear Footage of Work:
❑ Nei❑ Repa' /Replace
is
❑ Demolition
Specify color of color thru tile: �7 ��
Submittal Fee $ Permit Fee $ t L-�� • CCF $ CO/CC $
Scanning Fee $ Radon Fee $ ea - CX) DBPR $ 2 r OD Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $ r
TOTAL FEE NOW DUE $ g` 4 . G0
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
uced
identification and
NOT PUBLIC:
Sign
Print
Seal:
20 D , by
who is personally known to
as
DANIEL PEREZ
Notary Public - . e of Florida
Commiss''. Go 44769
MyCom mires Nov 3.2020
*****************************
APPROVED BY
*
***
Signature
The forego
7 \ day of
lG 1S
CONTRACTOR
g instrument was acknowledged before me this
vvg
, 20
by
, who is personally known to
me or who has produced as
identifica
tion
NOT
Si
n•
Pri t:
Seal:
and w e,an oath
'DAN,ELPEREZ
Y PUBLI Notary Public- State of Florida
Commission n GG 44769
A, I rays'
My Comm, Expires Nov 3, 2020
t�7
1
********************************************************************
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review Clerk
Section AB
"Delivering Excellence Every Day"
Master Permit No:
Miami -Dade County HVHZ Electronic Roof Permit Form
Section A (General Informati
Process No:
Contractor's Name: IT AND S ROOFING
Job Address: 1429 NE 99 ST
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Other:
Roof Type
❑ New Roof ❑✓ Re -Roofing ❑ Recovering 0 Repair
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No
Roof System Information
Low slope roof area (ft.2)
10
Steep Sloped area (ft.2)
Section B (Roof Plan)
•.•...
✓�.Morfar/Adl3e%ive Set Tile • •
....•.
•
QWdod Shingles/Shakes ��•.•
.... •• ••••.• •.
• • • •
••••.•
•. ..
• ••
.• •
• . •
• •.
•••..
•••.•
000000
•••.•. •
• . . .
• . •
❑ Maintenpnce• ••.•.• ••••••
•
If yes, what type? ❑ NatuPPI. CI LPMo • •:
•. .
3600
Total (ft.2)
3600
•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'):
Corner Size (a' x a'):
RECEIVED
FEB 21 2018
(214+111 6
v 2�
10
x I
Miami Shores Village
ui
a
O
,
,':,
l
APPROVED BY
ZONING DEPT 1
APLIANCE WITH ALI
c_
NTY RULES AND RE
BLDG DEPT
SUBJECT TO CO
STATE AND COII
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
201 Longhorn Road
Fort Worth, TX 76179
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
•...
•
. •
Scope: • • . ••••
This NOA is being issued under the applicable rules and regulations governing the use o f Fppys inictioi raaferials.
The documentation submitted has been reviewed and accepted by Miami -Dade County lal .Rroduct Control
Section to be used in Miami Dade County and other areas where allowed by the Authorit}c Having Jurl.sdi •tion
• • . •
(AHJ).
••.. • ••
•••••.
•.
• •
•••..•
• •
• .. • .
•• •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade• aunty Ptchig •Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cpuirt reserve the right to • •
have this product or material tested for quality assurance purposes. If this product or Material fail9to perform in • •
. ; •
the accepted manner, the manufacturer will incur the expense of such testing and the 1J may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction..A.EIZ resery8S tlig right to • •
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that th'it 1?roduct or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight.
APPROVAL DOCUMENT: Drawing No. DADE617.1, model "6SF-DADE", sheet 1 of 1, prepared by
Birdview Skylights dated 08/22/17, signed and sealed by Vipin N. Tolat, P.E., on 10/06/17, and Drawing # BVS-
X10947-A, sheet 1 of 1, signed & seated by Vipin N. Tolat, P.E., on 03/28/15, bearing the Miami -Dade County
Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large & Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the
dome shall be properly marked by GE Plastics.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufactare of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA #15-0413.06 and it consists of this page 1, evidence submitted pages E-1, E-2,
& E-3 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
021ogl»o18
NOA No. 17-1031.02
Expiration Date: 07/02/2023
Approval Date: 02/08/2018
Page 1
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0303.11
A. DRAWINGS
1. Drawing No. EB696, sheets 1 & 1, model "6SFD-DADE", prepared by Birdview
Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E.
B. TESTS • • • •
1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per•PA•203
and Uniform Static air Pressure Test per PA 202, on "Series ° D bADiNelf. ••
Flashing Aluminum/Polycarbonate Skylight", prepared by Miaasi:T'Qsting La arator4
report No. K-49362 issued on 09/10/96, signed and sealed by p.•E'• Ober,.P•.E.
•••• • ••
C. CALCULATIONS • • • • • • • .
1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and stet& by D..A. • • •
Terwilleger, PE. • •• . •
••
D. MATERIAL CERTIFICATIONS
• • .
• .
1. Notice of Acceptance No. 00-0718.02 issued to General Electric Compan ' pn •
09/08/2000, expiring on 07/02/2003.
2. Extrusion drawings No. BVS X10947 A & BVS 8554 by Tel Tower Extrusions,
LTD for Birdview Skylights.
E. STATEMENTS
1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird
2. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0611.09
A. DRAWINGS
1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & 2 of 2, prepared by
Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat,
P.E., on July 08, 2008.
B. TESTS
1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS
203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF-DADE
Self Flashing Aluminum/Polycarbonate Skylight", prepared by American Test
Lab of South Florida, report No. 0331.01-08, dated 05/23/2008, signed and
sealed by William R. Mehner, P.E. and Henry Hattem, P.E.
C. CALCULATIONS
1. Anchor Calculation, sheets 1 through 3 of 3, dated 06/09/2008, signed and sealed
by Vipin N. Tolat, P.E.
etmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 17-1031.02
Expiration Date: 07/02/2023
Approval Date: 02/08/2018
• •
•••••
•
•
OOOOO•
• •
••••••
E - 1
B. TESTS
1. None.
C. CALCULATIONS
1. None.
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
••••.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 1:14811.08 :: • •:
A. DRAWINGS
1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 &•2 vf•2, prepared by
Birdview Skylights dated February 05, 2008, revised on IF:a/ary 22'.20J2,
signed and sealed by Vipin N. Tolat, P.E., on February 22, 20.1.E... •
• • • . •.
•
• • .
• •
• . .
.. •
• . .
• .•
•
• .
•
.•
• . .
..•
.
D. -QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment and Regulatory
Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0311.10
A. DRAWINGS
1. Drawing No. DADE608.1, model "6SF-DADE", sheets 1 & 2 of 2, prepared by
Birdview Skylights dated February 05, 2008, revised on February 22, 2012,
signed and sealed by Vipin N Tolat, P.E., on February 22, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
it
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 17-1031.02
Expiration Date: 07/02/2023
Approval Date: 02/08/2018
••.•..
.•
•
.
. .
.•...
•.....
•
00000.
• •
000000 •
E-2
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0413.06
A. DRAWINGS
1. Drawing No. 6DADE14, model "6SF-DADE", sheets 1 & 2 of 2, prepared by
Birdview Skylights dated March 19, 2015, signed and sealed by Vipin N. Tolat,
P.E., on March 28, 2015.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
•
• • .....
•• . •• •
• • •
.0000••
•...•. •
•••. ..
• • • .
•.....
•
.
• .
•...•.
• •
••..•
. •
•
D. QUALITY ASSURANCE • • • • • .. ......
1. By Miami -Dade County Department of Regulatory and Econonai•c BHources. • . •
• . .
E. MATERIAL CERTIFICATIONS
1. None.
• ••
•
• . •
.. •
.
.. .
•• • •
•..
6. NEW EVIDENCE SUM/JUTTED
A. DRAWINGS
1. Drawing No. DADE617.1, model "68F-DADS ", sheet 1 of 1, prepared by
Birdview Skylights dated 08/22/17, signed and sealed by Vipin N. Tolat, P.E., on
10/06/17, and Drawing # BVS X10947-A, sheet 1 of 1, signed & sealed by Vipin
N. Tolat, P.E.. on 03/28/15.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2017 Edition compliance letter prepared by Vipin N. Tolat, P.E., dated
10/06/17, signed and sealed by Vipin N. Tolat, P.E.
N -f 4 wr,7//i\--
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 17-1031.02
Expiration Date: 07/02/2023
Approval Date: 02/08/2018
•
•
•
•
E-3
2.373"
1.50
r�•rr
1.50"
10% 0 SPAN, 4" MIN.
7.0"
4" MINUMUM SEE
GENERAL NOTES #2
3.0"
DESIGN PRESSURE RATING
POSITIVE + 60psf NEGATIVE -80psf
LARGE MISSILE IMPACT RESISTANT
6 0"
— OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK .
— INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK
NOTE: This design can also be used for other smaller skylights
as long as the longside does exceed 105 1/4" and the short side
does not exceed 80 1/4" and maximum presures do not exceed
positive 60 / negative 80 psf. and total roofopening dimension
does not exceed 50.875 square foot.
MAXIUM ROOF OPENING DIMENSION 74" X 99"
ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft.
13@ 71/2" = 97 1/2"
14 SCERWS LS
3 7/8.(TYP.)
80 1/4"
FASTENER LAYOUT
LS = LONG SIDE
SS = SHORT SIDE
3 7/8" (TYP.)
105 1/4"
#10 X I" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8"
FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER
.125" EXT. ALUMINUM ANGLE(6063-T5)
G.E. SILICONE ADHESIVE SEAL ( SCS 1000 )
CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409
CONDENSATE GUTTERWITH 0.25" WEEP HOLE
LOCATED AT EACH CORNER
#10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER
AND 7 1/2" MAX ON CENTER THEREAFTER
.090" EXT. ALUMINUM CURB FRAMING (6063-T5 )
NOTE:
ALL ALUMINUM TO BE 6063-T5 ALLOY
FULLY MITERED AND WELDED AT CORNERS
ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS )
SEE GENERAL NOTES # 1
#14X 1"PANHEADLAGSCREW37/8"
FROM EACH CORNER, MAX ON CENTER
7 1/2". WITH MIN. ROOF DECK
PENETRATION OF 7/8"
TOTAL 50 SCREWS
AT LOCATIONS
10@71/4"=721/2" t14'l& fORTH1>;SK'L1GI4T.• ••
11 SCREWS SS iOR OTHEV S .LA•R ZI 6 • •
PINQVID!PA9TEyE1itS NI7r/Z": •
ANCFMR E4,14 AQP • • .. •
BIRDVIEW SKYLIGHTS
THE CLEAR CHOICE
201 LONGHORN RD. FT. WORTH TX. 76179
TEL 817-439-9266 FAX: 817-232-8468
DATE: 8-22-2017
MODEL: 6SF - DADE
DRAWING # DADE617.1
f]R AWN RY•F R1RD
SCALE: NTS
GENERAL NOTES • •
•
1. THIS DESING COMPLIES WITH FBC 6th EDITION (2017)
2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE • • •
OR BUR WITHOUT INSULATION '-' •
FOR INSULATION AND ROOF TILES ADD THE TILE HIEGHT AND THE
INSULATION THICKNESS TO THE 4'" MINIMUM HEIGHT.
• • •
•
•
• •
• i•
PRODUCT REVISED
••• •• as complying with the F:cairl-
• !aild:gg Itle•
• }csr cepiceN 7eP 4/.D2
• •• • FAT lien lElec
• • • ty
•
•
• h4M
iartti Day'rc ;mr C•mtrot
••• • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
Is .• • •
• • •
• • •
• • • •
• •• ••
ed/42o 2-
ROOF MASTIC
ROOF DECK
(BY OTHERS)
VIPIN N. TOLAT
FL. REG. # 12847
15123 LANTERN CREEK LANE
HOUSTON, TX 77068
r
-- —EXPOSED
*_044
6.000
FLATNESS ACROSS THIS SURFACE t.036
.750i
_078
P.I. *A06
.195 r.070
.070 6
6 i9 r.070�6
t.024
5.000
DE HU
BVS—X10947—A
/*z
90'
PRODUCT REVISED
as coa:pi3:ng with the F:ori:;a
Building Cede
Acceptance No IS— D 3, 0 6
•.npaw 0 7 n 7.,7.0/8
et Centro,
$ivd lcW
siAJt..21^‘'s
3(t91t5
4,ecb2c'F'2
.375
T^ rrn, Baas
125-"I I- —.121,
"
F--.325
NOTES: *Jos
1. .09QTYP. /ALL THKN EXCEPT AS NOTED.
2 BREAK SHARP CORNERS AT .015 R.
3
2
13 PRESS 4 TOQI. G
EXPOSEV 'R i
A to/rµT� WAS �1,253p1��p�••� Ypry
AIuTOVAPKY UNLES9.0STHFF,
b.076 vn�-�nE.th
WT///FT.
1.291
PERK 24884
7-23-06
1-26-04
cL 'i,vc
PRODUCT REVISED
as complying with the Ftotrd,
8uiidipg Code �'_ 03
Acceptance Na
E.pirn ion Date
Da 0;440
IIy
0CE 40.
ENS—X10947—A
PRESS#2
DR !n. 1,A9702
D . NO.
1..255
,Ei. PIL
FP.9702
PRESSf4
gm- ' 1 A.10947
000. Ho, 1.Ei.10947
FLT• F.P.10947
•o2,
Zo23
TOWER EXTRUSIONS, LTD.
• BIRD41EW SKYLIGHTS
i- �• 6 'ucke t S !4 • •Ess ••wss • . • ,uovSELF-FLASHING
G w.
%
19 t FULL �L SOLID sa63 B`/S—X10947—A
140• 044. to.
• ••• •.. •••
.. • •
• • • • •
••
• •• . .
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S1HOI1A1S 113IAfHI8
400/1.00'4 Z9914
T •d
ACB2 Engineering Inc.
Engineering and Laboratory Services
P.O. Box 823612
Pembroke Pines, Florida 33082
Phone: (786) 286-7574 Fax: (954) 450-3219
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WINDLOAD PRESSURE
CALCULATIONS ..•.: �•
(Skylights)
FOR
PROPERTY LOCATED AT
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429 NE 99 Street, Miami Shores, Florida
P:
* % Na 36466 O
Presented = -�
To o s7q7EOF 'rt
T&S Roofing Company '-,; .� , c4 QRio• -• 4.
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QtPflt.e,e(‘
01006
02J2812018
Prepared By:
Antonio Acevedo, P.E.
P.E. # 36466
XH3 13C213881 dH WdSC : C 8 i 02 SO - ,dd
a • d
SUMMARY OF WINDLOAD PRESSURES
SUMMARY RESULTS OF WINDLOAD PRESSURE CALCULATIONS
(for complete details see attached calculations):
Description Max Positive Pressures Max Negativi.sures •
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Pi�es• • •
Comer Zone 3 +28.07 -114.75
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Perimeter Zone 2 +28.07 -77.64 • '
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Field Zone 1 +28.07 . • .. • •' •
-44.54 ••
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NOTE: The 2 Sk
ylights are located on the roof close to the
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but, not close to the comer of the roof perimeters of the roof;
Therefore, the maximum pressure to comparewiththe product pprovue of 3 al selected
is -77.64.
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,,��11 %W 1111,,
* No 36463 •• O
# —
-p'
STATE OF
�;.0510_ �ti.`tip
/3NA � { ' �`\�
V--/204.9/8
XEJ3 13r?13Su1 dH WdSE e E 8102 SO .+dd
E -d
MecaWind Std v2.2.7.5 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprisea.com
Date : 3/21/2018 Project No. : SobNo
Company Ram : True
Address : Address Designed tion By : Descr
City : city Description Descripr
ption
State State customer Rare : Customer
File Location: C:\Program Files Proj Location Location
P:S ROOFIRG.wnd (x86)\t1ECABPind\429 WE 99 SPR$ET-MIAMI 9HORE8-SKYLIGHTS-HIPPED ROOF'
Input Parameters: Directional
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Eaves
Bldg Length Along Ridge -
Length of Hipped Ridge
SIP
XV
OF
Frooedure 1111
175.00 mph
tr
N/A
1.00
11.50
0.09
0.11
0.15
0.13
2.4 : 12
12.92 ft
14.42 ft
3.00 ft
49.00 ft
40.00 ft
Gust Factor Calculations
Gust Factor Category t Rigid Structures - Simplified Method
Guatl: For Rigid Structures
(Nat. Sreq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Nt
ism: Cc*(33/Zm)^0.167
Lam: 1*(Zm/33)^Epsilon
Q:(1/(1+0.63*((S+Ht)/Lzm)^O.63))^0.5
Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lza))
Gnat Factor Summary
Not a Flexible Structure use the Lessor of Guatl or Gust2
Part 1) ••••••
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No •
q.••••tP 85 ••••
• •4190.00 ft*
i••••7.0O ft ••••
• • 11.31 Deg
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e•A1•pPED ••••
r..•11.42 ft •
Weights Building (Ch 27
Exposure Category
Flexible Structure
Rd Directional Factor
Sg ve•100..00 ft •
Bt a 1.07
1
Fmtn
Slope of Roof(Theta)
Type of Roof
Eht: Eave Height
� g Type 0
Ridge& 0 2so
ffit
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Roof Slope on Hip End w 21.80 Deg*
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• 0.85
= 7.75 ft
• 0.19
= 542.35 ft
• 0.95
s 0.90
0.85
Table 26.11-1 Tnternal Pressure Coefficients for Buildings, GCpi
Gcel : Internal Pressure Coefficient - +/-0.18
WI.nd Pressure (Lain Wind Fords Resisting eyetes ( S) - Ref Figure 27.4-1
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XH3 13C213SH1 dH WdSE : C 8 i 02 S0 add
Rh: 2,01*(Htfzg)^(2/Alpha)
Rht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Rh*Rht* ▪ 1.03
Cpww: Windward Wall• 1.00
Roof Area CP(Bef Fly 6-6) • 41.19 pef
Reduction Factor based on Roof Area 0,80
Area Q 1702.85 ft^2
HPnFRe-hall P = 0.80
reserves for Mind Normal to 49 ft Wall (Normal to
R
Ail pressures shown are based upon ASD Design, with a Load Factor e tof .6
wa1.1
Leeward- Wall-
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Side Walla
-0.50
-0.70
Pressure Pressers
'01 (psf) -aq•i (Pwf)
---
-24.92 -10.09
-31.92 -27.09
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ball aloe Re Rat qp
ft 4p Press Press rqtal
pef +0qpi -o +/-OW • •
Windward 11.42 1.03 1.00 0.80 41.19 20.60 u�
Windward 1.42 1.03 1.00 35.43 45er5i2i•
0.80 41.19 20.60 35,43 45.1152 •
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Roof Location
Motes - Normal to Ridge
Note (1) Per Fig 2277.41 Note 7, Sine Theta > 10 Deg base talcs on Mean Ht
Note (2) Wa11 -ressures * •
Note (3) + i Positive Internal Oh8ld Cp - GCPi)
GCP �
Note (4) Total Pressure - Leeward Press + Windward pPres Negative
ort- GCP Bldg Press
Note (5) Hipped ends considered as parallel to ridge for all theta.- 6Cpi)
Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>"10), Theta• 11.3
Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. h/1= 0.26
MWPR8-4ta11 presences for Wind Wosmal to 24 ft wall
All pressures shown are based upon A5D Design, withlaaL Ridge)
Load Escrow of .6
Ball qs Pressure
Pressure
(Psf) -0PIPi (psf)
Leeward Wall -0.30 -17,85--_-~---
7.09
Side Walls -0.70
-31.92 -17.09
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qp Present* • •
_ ----------------------
Windward---------� --mlepii(P0TO •
windward - Max Cp ---_-_ -_
-0.88 -38 3 ..4p23.40 Leeward Norm to Ridge -0.18 -13.. 7t• • 1. 1] • • •
Hipped End (.00 to 6.46 ft) -0.51 -25.27 -10.44 •••••
Hipped End (6.46 to 12.92 ft) -0.91 -39.30 -24.47
Hipped End (12.92 to 25.84 ft) -0.88 -38.39 -23.56
Overhang Bot (Windward only) -0.52 -25.46 -10.63
0.80 28.01 28.01
N� 1 Along Ridge
( ) Ref Fig 27.4-1, Parallel to Ridge (All), b/lb 0.26
Wind Pressure on Components and Cladding (Ch 30
A11 pressures shown are based upon ASO Design, Part 2)
9 with a Load Factor cf .6
Desoription
Well *low ea est qp 4a
ft Press Press total
pef 44010A -GLpi +/-QCpi
Windward 14.42 1.03 1.00 0.80 41.19- 20.60 35.43- -
Windward 11.42 1.03 1.00 0.80 41.19 20.60 35.43 38 44
Windward 1.42 1.03 1_00 0.80 41_19 20,60 35.43 38.44
38.44
Roof - Diet from llndward edge Op Pressure Pressure
WCpi (pef) -GCpi (p.f)
Roof: 0.0 ft to 6.5 ft
Roof: 6.5 ft to 12.9 ft -0.90 -38.93 -24.10
Roof: 12.9 ft to 25,8 ft -0.90 -38.93 -24.10
Roof: 25.8 ft to 55.0 ft -0.50 -24.92 -10.09
-0.30 -17.92 -3.09
MAW) 8pen arse acne ias P Min P
ft ft ft"2 pad' pet
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XH3 13rd3SH-1 dH WdSE : e B T O2 SO .ldd
Apr 05 2018 3:35PM HP LASERJET FAX
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