REV-19-10161(53
� \�,�' lot °I
O OS'
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I
BUILDING
PERMIT APPLICATION
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
❑BUILDING ❑ ELECTRIC 0 ROOFING
RECE VED
MAY 0 7 1019
FBC 20F+
Master Permit No. ,F -0�1 "jl(("}-ZE5
Sub Permit No. � I " Ll s M 1010
XREVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 2-&Q AjF_ -1 S 6+A42_eT
City: Miami Shores County: Miami Dade Zip: 3 ��
Folio/Parcel#: 11 - -50X io -0 i3' 3-7 2-0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 5&A-t"ffb0 MAA=77A1�. Phone#: %-7-5' 7g3 - V7gZ
Address: .7-100 NC q,5441 5T
City: H'AtAl 500re5 State: FL. Zip:3313$
Tenant/Lessee
��Name:
Email: SCjr0-I
Phone#:
CONTRACTOR: Company Name: U l L'rLe r� w&fA tX. kizh- Phone#: -7e(D' - `t `t-G 7
Address: 21� AS 2
City: iE' S�� State: r(_ Zip: --3 ? n /zj k '', r
Qualifier Name: �- �"� t> Phone#: -70(0- �'`Q - L�7
State Certification or Registration #: CCC_ L :� 2--7lp 403 Certificate of Competency #:
DESIGNER: Architect/Engineer:
hone#:
Address: City:
Value of Work for this Permit-. -- qRo t Square/linear Footage of Work:
Zip:
Type of Work: ❑ , Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of _color thru tile: Submittal Fee $ Permit Fee $ I j� V CCF $ 0 - LO CO/CC $
Scanning Fee $ I Radon Fee $ I.10 DBPR $ S Notary $
Technology Fee $ 26 .1
S Training/Education Fee $ 0 . ZO Double Fee $
Structural Reviews S.
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
+Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
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 absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signaturek��
,
OWN R or AGENT CO TRACTOR
The foregoing instrumeffi was acknowledged before me this The foregoingAinstrumeacknowledged before me this
oL— day of 20 by da20 by
/!Q ho is personally known to ( ho is personally known to
me or who has roduced as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
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tZ0Z '9Z 40JeW S381dx3
6iLL8000 0 NOISSIiNYVOD ,spy
identification and who did take an oath.
NOTARY
Sign:,
Print
t
Seal:
rn
MARILYN RICARDO
MY COMMISSION # GG9625
EXPIRES: August 20, 2020
BY (ZU- 29-h Y Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
µ.�
ti'' YJ
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014) R E C E ; V _ 0
1
High -Velocity Hurricane Zone Uniform Permit Application Form. MAY 0 7 2019
Section A (General Information)0s he 1
Master Permit No. «� ` M (� �L Process No. V —)q + /O 1 0
w 1
Contractor's Name_ PJ i� ( C-"%'�C (.� p /•(j-{��} ��,J c �,�� • • • •
Job Address 21r0 /� l�j `j-2._'� ' • • • • • ... .(�
W..:•. ....d.
ROOF CATEGORY • • • • • :...�:
❑ Low Slope ❑ Mechanically Fastened Tile f Mortar/14dh2sive Set Mles • * .6:7
❑ Asphaltic Shingles ❑ Metal Panel/Shin les ❑ ' "" ' • • • • • • •
9 Wood S�hin�les/Shakes .
❑ Prescriptive BUR-RAS 150 �. • r
ROOF TYPE ....�.
❑ New roof ❑ Repair ❑ Maintenance W Reroofing • • • f ] Rec"overing
ROOF SYSTEM INFORMATION ' ' •
Low Slope Roof Area (SF) Steep Sloped Roof AREA (SSF) Total (SF) 1
t
Section B (Roof Plan) 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1
RAY y
NOM
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun g, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
MIAMDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
201 Longhorn Road
Fort Worth, TX 76179
Scope: ......
This NOA is being issued under the applicable niles and regulations governing the use of MristfuctiorL meje ials.
The documentation submitted has been reviewed and accepted by Miami -Dade County FM: Product (!bntrtl • • • • •
Section to be used in Miami Dade County and other areas where allowed by the Authorit 6111yVng Jurisdibtion ; • •
••.• •..•
•
00*00
This NOA shall not be valid after the expiration date stated below. The Miami -Dade "Wut3ty PAT-dct Control ....
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cg4011ty) reserve the right t6
have this product or material tested for quality assurance purposes. If this product or r4atetia3 fails Jo pejform in
the accepted manner, the manufacturer will incur the expense of such testing and the A14J may; fit tiediately
revoke, modify, or suspend the use of such product or material within their jurisdiction.0 WRreserves the right too • • •;
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that tl 4paoduct 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 & sealed 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture 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.
niatMwaaEcounmr f� JW/� NOA No. 17-1031.02
� . Expiration Date: 07/02/2023
o Z fd �l2 d f 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-DADS ", prepared by Birdview
Skylights, dated 07126100, 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 Vest pet"VA;03
and Uniform Static air Pressure Test per PA 202, on "Series 6W-JADE S'+ - . •
Flashing Aluminum/Polycarbonate Skylight ", prepared by MiM? ?Sting !1*oratory, • • • 0: 0
report No. K 49362 issued on 09110196, signed and sealed by b: U*Ober, P.E. • • • • •
....,*ego*
.... .....
•
C. CALCULATIONS ••�••� �•� ••��•.
1. Anchor Calculation, sheets 2 through 5, dated 08121196 and sigv2d by D. A. •
Terwilleger, PE • • • • • • •
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 00-0718.02 issued to General Electrtt'Company op-.
0910812000, expiring on 0710212003. " • •
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 08110,12000 and signed by E. Bird.
2. No change letter issued by Birdview Skylights on 02111103 and signed by G. E Bird.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0611.09
A. DRAWINGS
1. Drawing No. DADE608.1, model "6SF-DADS ", 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-DADS
Self Flashing Aluminum/Polycarbonate Skylight", prepared by American Test
Lab of South Florida, report No. 0331.01-08, dated 0512312008, signed and
sealed by YVilliam R. Mehner, P.E. and Henry Hattem, P.E.
C. CALCULATIONS
1. Anchor Calculation, sheets I through 3 of 3, dated 0610912008, signed and sealed
by Vipin N. Tolat, P.E.
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-1
Birdview Skylights
d.b.a. Guy E. Bird Enterprises LTD
In
E.
3.
A.
91
C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
MATERIAL CERTIFICATIONS
1. None.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0$I1.08 • • •.'
DRAWINGS • • •
1. Drawing No. DADE608.1, model "6SF-DADE ", sheets 1 & �:o; prepared by
Birdview Skylights dated February 05, 2008, revised on Feb.,Wry 22,E JQ12,
signed and sealed by Vipin N. Tolat P.E., on February 22, 2013.• •.' '....'
TESTS • • • • ' .:
1. None.
CALCULATIONS
1. None.
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 I & 2 of 2, prepared by
Birdview Skylights dated February 0.5, 2008, revised on February 2Z 2012,
signed and sealed by Vipin X Tolat, P.E., on February 22, 2012.
B.
C.
D.
E.
TESTS
1. None.
CALCULATIONS
1. None.
QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
MATERIAL CERTIFICATIONS
1. None.
'1l
elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 17-1.031.02
Expiration Date: 07/02/2023
Approval Date: 02/08/2018
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-DADS ", 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. '....' '....'
......
.....
D.
...... ... .
QUALITY ASSURANCE • • •
olio.'
.. ..
1. By Miami -Dade County Department of Regulatory and Econom"Respurces.
"':'
E.
MATERIAL CERTIFICATIONS :Osseo
.
1. None. ••.0
loll..
•••
... •
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. DADE617.1, model "6SF-D, DE", sheet I of 1, prepared by
Birdview Skylights dated 08122117, signed and sealed by Vipin N. Tolat, P.E., on
10106117, and Drawing # BVS X10947-A, sheet I of 1, signed & sealed by Vipin
N. Tolat, P.E., on 03128115.
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
10106117, signed and sealed by Vipin N. Tolat, P.E.
r-ftelmy 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
4" MINUMUM SEE
GENERAL NOTES #2
I C
2373"
1.50" —
1.50"
6.0"
DESIGN PRESSURE RATING T
POSITIVE + 60psf NEGATIVE-80psf 801/4"
LARGE MISSILE IMPACT RESISTANT
OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK
r— INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK
10% =, 4" MIN.
NOTE: This design can also be used for other smaller skylights
as long as the longside does exceed 105 114" and the short side
does not exceed 80 1 /4" and maximum presures do not exceed
positive 60 / negative 80 psf. and total roof opening dimension
does not exceed 50.875 square foot.
#10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8"
OFROM 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 )
ALL ALUMINUM TO BE 6063-T5 ALLOY
FULLY MITERED AND WELDED AT CORNERSI
MAXIUM ROOF OPENING DIMENSION 74" X 99"
ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft.
_ 13@ 71/2" = 97 1/2" 3 7/8° (TYP.)
14 SCERWS LS
3 7/8" (TYPJ TOTAL 50 SCREWS
AT LOCATIONS
FASTENER LAYOUT 10'_@ 7 1/4" = 72 1 /2" A B & C FOR THIS SKYLIGHT.
LS = LONG SIDE 11 SCREWS SS • •MOIt•CVRi SIDALLMER�ES •' •
SS = SHORT SIDE • PROVIDE FAQ E• 1
• QN CEIgT[r E: CPI SIDE* • • •
•• ••• •• • • • ••
�— 105 1/4"
PRODUCTRL•V13ED
BIRDVIEW SKYLIGHTS GENERAL NOTES ffiCOinsC. �:m�xrm�c:
A-Ti
I. THIS DESING COMPLIES WITH FBC 6th EDITION (2017) • • • • Accrpulxhot 03l. 02
THE CLEAR CHOICE • �.,i►mn die. _ 'Lo 2,3
201 LONGHORN RD. FT. WORTH TX. 76179 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGL: • • • • • fFiLflw ('Y
17-439-92 FAX: 17-232-8468 ' ' ' • • • iy
OR BUR WITHOUT INSULATION • • • • • • • ML+mi un•oA',
DATE: 8-22-2017 MODEL: 6SF - DADE FOR INSULATION AND ROOF TILES ADD THE TILE H[EGHT AND THE • • • • • • •
INSULATION THICKNESS TO THE 4 MINIMUM HEIGHT. #
ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS)
SEE GENERAL NOTES # 1
#14 X V PAN HEAD LAG SCREW 3 7/8"
FROM EACH CORNER, MAX ON CENTER
7 1/2". WITH MIN. ROOF DECK
PENETRATION OF 7/8"
OL--ROOF MASTIC
•
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ROOF DECK
(BY OTHERS)
VIPIN N. TOLA7'
FL. PEG. # 12847
15123 LANTERN CREEK LANE
HOUSTON. TX 77068
t
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6.000
II .320--
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FiA1NE65 ACR.oSS JKS SURFACE -036
.375
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PRODUC-., REV•SM
as COY.p1j:A$ With-
: �la'•ri:i::
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♦J� •BEN S ey
v iti D Cocn n, NOTES: *xoa
No.12847 * = 1. .090TYP. 'NALL THKN. EXCEPT AS NOTED.
* 2. BREAK SHARP CORNERS AT .015 R.
• S?ATF OF •,•�W:. PR 4 KG 7-2.3-06 sC
OR�O.� t r•
S/ONA,-�,•' /Lg cy► ALu�VO [ c
Ir a:tss� �� 3j19It5 "`sA t07e �• s-s� e� su
�R 1.291 4 4
ae 2 �' F Zap 24984 19 1 FULL l
P.4 f.006
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3 1
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flog t.068
613 1— j-•070
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PRODUCT REVISED
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TOWER EXTRUSIONS, LTD.
{•BIRQVIEW SKYLIGHTS
• 6' SELF —FLASHING _
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Lab Report No. 129760
FLORIDA TEC
PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY
DATE.. —May 14, 2019
C.A. # 30448
Lab Certificate # 17-0703.01
COMPANYNAME: Builtech Construction
PROJECTADDRESS: 260 NE 95th St., Miami Shores
Wind Load Calculations
Basic Wind Parameters
Wind Load Standard = ASCE 7-10 Exposure Category = C
Wind Design Speed = 175.0 mph Risk Category = II
Structure Type = Building Building Type = Enclosed ••••
Building Inputs •
0
RoofType: Building Roof Type = Hipped Hipped i = •• ••••
W Width Perp to Ridge = 50.000 ft L Length Along Ridge !=•56 1000 ft.� �•�
EHt Eave Height = 10.000 ft Hip Ridge Hipped LengtIf — 0 00,00 ft • • •
RE Roof Entry Method = Slope Slope Slope of Roof • f:62•4 :12
OH Specify Roof to Wall intersection and Overhang= None Theta Roof Slope • •
= 14.04 Deg • n ••••••
Par Is there a Parapet = False OH -ALL : None 0?000 ft*
Components and Cladding (C&C) Calculations per Ch 30 Part 2: •••••• ••••
Theta = Slope of Roof ••&•J4.04 D-*c;•'
EHt = Eave Height = 10.000 ft
RHt = Ridge Height : • %f4.250 ft •
h = Mean Roof Height: 0.5*(EHt+RHt) • = 130.125 At •
LF = Load Factor based upon ASD Design • = 4.60 :•••••
h3 = Per Eqn 30.5-1 use 0.33 * h ••=•4b 31 f�
Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 • ••••
Lambda = Adjustment Factor for Building Height 6 Exposure per Fig 30.5-1 = 1.210 ••••
Wind Pressures for C&C per Figure 30.5-1
All wind pressures include a load factor of 0.6
Description Zone Width Span Area 1/3 Pnet30 Pnet30 p p
Rule Max Min Max Min
ft ft ft sq ft psf psf psf psf
----------- ---- ----- ----- ----- ---- ------------- ----- ------
Field 1 2.000 5.000 10.00 No 31.82 -50.50 23.10 -36.66
Perimeter 2 2.000 5.000 10.00 No 31.82 -88.03 23.10 -63.91
Corner 3 2.000 5.000 10.00 No 31.82-130.10 23.10 -94.45
Zb9ow u Tly'aw,
Zone
psf
Field:
-36.66
Perimeter:
-63.91
Perimeter Width: 5 ft. (60 in.)
NOA or Product Approval: 17-1031.02
Max. Design Pressure: 1 -80 psf
The system (Skylight) above is suitable
to be used with the above calculated
Field and Perimeter zone pressures.
10735 SW 2161h St. Unit 404 Page 1 of 1 Tel: 305-256-4550
Miami FL 33170 www.FloridaTEC.net Fax: 305-256-6833