HomeMy WebLinkAboutRevision 2-17-15 Sky LightsOPY
OFFICE USE ONLY: F LE °'
DATE FILED:ta/ 1 PERMIT # / �o 9'
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILD w DE REGULATION DIVISION
0 VIRGINIA AVENUE
IERCE, FL 34982^5652
( 2, '¢ 553 FAX (772) 462-1578
1. LOCATION/SITE
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REV IONS: � /
e ✓X- -SLJ
-3 SACS �.5-/!f•O�
BUILDING PERMIT REVISIONS
;CT INFORMATION
� =a V. ls-/tf y /!-t S
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. UCIECOUNTY CERT. #:
BUSINESS NAME: c Cd> of S
QUALIFIERS NAME: F-,vt c, �--
ADDRESS: 9(41:- V 9- No % -5 c) i -�— J
CITY: )aJ Ui. STATE: L ZIP: — O
PHONE (DAYTIME): FAX:
4. OWNER/BUILDER INFORMATION:
NAME: Ue- c-t-- /j C
ADDRESS: . a ,3, t° l,-, 1p -V-
CITY: cA r STATE: ZIP: 3 q 8
PHONE: FAX:
5.
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
ZIP:
FAX:
ST LIJCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP
REVIEWED BY
DATE 0.3.20•
PLANS AND PERp IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
Jab: 14007-01
PGA CLUBHOUSE ADDITION
Spec Section Title:
Submittal Title: Sky Lights
Contractor:
KAST CONSTRUCTION COMPANY, LLC
Owner ,(Primary):
PGA GOLFCLUB
Eduardo Paris
O NO EXCEPTIONS TAKEN
19 MAKE CORRECTIONS NOTED
O SUBMIT SPECIFIC ITEM
O REVISE AND RESUBMIT
O REJECTED
THIS REVIEW WAS PERFORMED ONLY FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT OF THE
PROJECT AND GENERAL COMPLIANCE WITH THE
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS.
MODIFICATIONS OR COMMENTS MADE ON THE SHOP
DRAWINGS DURING THIS REVIEW DO NOT RELIEVE
CONTRACTOR FROM COMPLIANCE WITH THE
REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
APPROVAL OF A SPECIFIC ITEM DOES NOT INCLUDE
APPROVAL OF THE ASSEMBLY OF WHICH THE ITEM IS A
COMPONENT. CONTRACTOR IS RESPONSIBLE FOR:
DIMENSIONS TO BE CONFIRMED AND CORRELATED AT
THE JOBSITE; INFORMATION THAT PERTAINS SOLELY
TO THE FABRICATION PROCESSES OR. TO THE MEANS,
METHODS, TECHNIQUES,. SEQUENCES, AND
PROCEDURES OF CONSTRUCTION; COORDINATION OF
THE WORK OF ALL TRADES; AND FOR PERFORMING ALL
WORK IN A SAFE AND SATISFACTORY MANNER.
BASHAM & LUCAS DESIGN GROUP, INC.
Date: 01 / 3 0 / 15 By. MTL
701: NORTHPOINT PARKWAY
WEST FAC,M.BEACH, FL 3.3407
Ph' : 561 6892910
Submiftai
IVY
Spec Section too:
FILE COO'*
Submittal No: 23
Revision No:. 0
Sent Date: 1/2212015
Contractofs Stamp
t- 21- IS -
I Architect's Stamp
Stamp
-VERIFY MAXIMUM--AT,T,nWART,F. WTTTnninl QT71.
AS PER NEW CURB DETAIL
-ROLLER BLINDERS ARE TO BE REMOTE CONTROL
(SOLAR) AS PER SPECS , SEE PAGE 08620-2,
SECTION 2.1 -B <.
MIAMI[ ADE 'MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miami(lade.&Lv/j)ere/
VELUX America, Inc.
P.O. Box 5001
Greenwood, SC 29648
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authorfty
Having.Jurisdiction (AHJ).
This NOA shall not be valid after the expiration "date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than. Miami Dade County) reserve the right
to have this product or material tested for quality- assurance. purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product 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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 4646 0007B FCM Aluminum Skylights
APPROVAL DOCUMENT: Drawing No. VLUX0002, titled "Impact Series 4646 0007B FCM Fixed
Skylight", sheets 1 through 3 of 3., dated '03/25/2010, with revision A dated 02/09/2012, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County
Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with Velux Greenwood, Inc., Greenwood, SC, and the statement reading
`Miami -Dade County Product Control Approved' is to be located on each unit.
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 NOA # 10-0412.01 and consists of this page I and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.12-0223.14
a i oaveeourrrr Expiration Date: November 10, 2015
APPROVE
r, Z,,QiZ Approval Date: May 24, 2012
�ePf1Page 1
VELUX America, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. VLUX0002, titled "Impact Series 4646 0007B FCM Fixed Skylight", sheets 1
through 3 of 3, dated 03/25/2010, with revision A dated 02/09/2012, prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. .
B. TESTS "Submitted under NOA # 10-041 Z 0111
1. Test reports on 1) Air Infiltration Test, per IiBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic-Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Series/Model FCM 4646
000113, fixed curb mounted skylights, prepared by Architectural Testing, Inc, Test
Report No. 98188.01-109-18, dated 03/08/2010, signed and sealed by Michael D.
Stremmel, P.E.
"Submitted under NOA # 04-0805.01"
2. Test report of Standard Specifications for Dense Elastomeric Compression Seal
Gasket, Setting Blocks and Spacers per ASTM C864-99 on "FCM Gasket (Black)",
prepared by Architectural Testing, Inc, Report No. 565$0.01-106-18, dated 09/2212005,
signed and sealed by Joseph A. Reed, P.E.
C. CALCULATIONS "Submitted under NOA # 10-0412.01 "
1. Anchor calculations prepared by PTC, LLC, dated 03/24/2010, pages 1 through 6 of 6,
signed and sealed by Robert J. Amoruso, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass Interlayer" dated 08/25/2011, expiring on 01/14/2017.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC
Product Design Group, LLC, dated 02/09/2012, signed and sealed by Robert J. Amoruso, P.E.
"Submitted under NOA # 10-0412.01"
2. Laboratory 2007 code compliance letter f6r Test Report No. ATI No. 98188.01-109-
18, issued by Architectural Testing, Inc., dated 03/10/2010, signed and sealed by
Michael D. Stremmel, P.E.
3. Distributor Agreement between Velux-America, Inc. and Velux Greenwood, Inc.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.12-0223.14
Expiration Date: November 10, 2015
Approval Date: May 24, 2012
E -1
I E America, Inc..
IMPACT SERIES 4646 0007A FCMFIX ED-SKYLIGHT
INSTALLATIONANCIiRAGE DETAILS
GENERAL NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007 AND 2010
FLORIDA BUILDING CODE.(FBC) AT THE DESIGN
PRESSURE(S)STATED HEREIN. THE PRODUCT DETAILS
CONTAINED HEREIN ARE BASED UPON SIGNED AND
SEALED TEST REPORT# ATI0818B.01-109-1S DATED -
03/08/10 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH
CURRENT DADE COUNTY PROTOCOLS.
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT
OR ENGINEER OF RECORD.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
RECORD.
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI
DADE IMPACT PROTECTIVE SYSTEM IS NOT
REQUIRED.
5. FRAME MATERIAL: 3105•H22ALUMINUM
6. GLASS MEETS THE REQUIREMENTS OF ASTM
E1300.04e1.
7. DESIGNATION"O•STANDSFORTHE
FOLLOWING:
0: FIXED PANEL
8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND
LOADS WAS NOT USED IN THE DESIGN OF THE -
PRODUCT(S) SHOWN HEREIN. WIND LOAD
DURATION FACTOR (Cd -1.0) HAS BEEN USED FOR
WOOD ANCHOR DESIGN.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION.
3. FOR INSTALLATION INTO WOOD'FRAMING, USE #6 WOOD
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 118INCH
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 314
INCHES.
4. FOR INSTALLATION INTO CONCRETE, USE 3/18INCH ITW
ADVANCED THREADFORM TECHNOLOGY TAPCONS (N.O.A.
11-0616.05) OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4
INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS
1 1/8INCHES.
S. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING,
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONSAND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH
OF 2000 pal AND COMPLIES WITH ACI 301.
TABLE OF CONTENTS
SHEET
REV.
SHEET DESCRIPTION
1
A
NOTES, D.P. CHART, ELEVATION &ANCHOR LAYOUT
2
A
HORIZONTAL CROSS SECTIONS & GLAZING DETAIL
3
A
BILL OF MATERIALS, COMPONENTS
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
60.0
LARGE MISSILE
IMPACT
51 1 /4" MAX.
FRAME WIDTH
+_ 47 1/2" MAX.
D.L.O. WIDTH
10 5/16" MAX.
O.C. (TYP.)
5 MAX. FROM
CORNERS (TYP.)
1 I I 1 I
51" 471/2"
MAX. MAX.
FRAME D.L.O.
LENGTH LENGTH
ELEVATION &
ANCHOR LAYOUT
TOP VIEW
5" MAX FROM
CORNERS (TYP.)
101/4" MAX
O.C. (TYP.)
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Robert J. Am"w, P.E.
Flodda P.E. No, 49752
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ING
HORIZONTAL CROSS—SECTION
(TYPICAL FOR VERTICAL CROSS-SECTION)
3/4" INSULATING GLASS CONSISTING C
EXT. 1/8" TEMPERED GLAS
3/8" AIR SPAC
INT. 3/32" HEAT STRENGTHENED GLAS
0.090" SENTRY GLASS INTERLAYER,
3/32" HEAT STRENGTHENED GLAf
k
*4" MIN. DISTANCE FROM END OF ALUMINUM FRAME
TO ROOF FINISH FOR BUR & SHINGLE. IF INSULATION
AND/OR TILE IS REQUIRED ADD INSULATION THICKNESS
AND TILE HEIGHT TO 4" DISTANCE. ALL ROOFING DETAILS
SHALL COMPLY WITH CHAPTER 34 OF THE FBC — RESIDENTIAL
AND CHAPTER 15 OF THE FBC — BUILDING.
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N0 49752
.STATE
SEE NOTE 1
THIS SHEET
FOR SPACING
& QUANTITY .
2" MIN.
EMBEDMENT
SEE NOTE 2,
THIS SHEET
FOR QUANTITY
PLYWOOD
SEE NOTE 2,
THIS SHEET
FOR QUANTITY
ROOF DECKING
BY OTHERS
(*SEE NOTE ON SHT. 2)
5/8" PLYWOOD
ROOF FRAMING
BY OTHERS
2 BY WOOD CURB
INSTALLATION DETAILS
5
---
5/4- INSUL. GLASS; 1/8" TEMP., 3/8" DESICA
FILLED AIR SPACE, 3/32" H.S. GLASS, 0.090"
SENTRY GLASS INTERLAYER 3 32" H.S. GLAS:
6
30900113C
HOT MELT TWO PART SILICONE SEALANT
7
421020
T-NAIL
8
#8 PAN HEAD WOOD SCREW
9
3/16"ITW ADVANCED THREADFORM TECHNOLO,
10
TWO BY WOOD CURB G > = 0.55 BY OTHER!
11
12D GALVANIZED NAIL
12
SIMPSON A35 FRAMING ANCHOR
13
8D X 1-1 2' GALVANIZED NAIL
141
CONCRM CURB 2000 PSI MINIMUM) (BY OTH
NOTES:
1) SPACING & QUANTITY FOR ITEM #11 - 12D NAILS FOR
ALL SIDES AS FOLLOWS: 5" FROM CORNERS MAX. AND
13-1/2" b.C. MAX. THEREAFTER,
2) ITEM #12 IS ATTACHED AT EACH CORNER WITH (12) ITEM
#8 OR #13, (3) INTO EACH MEMBER AT THE CO PKI P
WITH 1-1/2" EMBEDMENT.
ROOF DECKING
BY OTHERS
(*SEE NOTE ON
SHT. 2)
— —B
SECTION A -A
SECTION B-B
TAPCON
2.208"
Fir i:I
,rri 'EI„,.,,'.
r r
Q INNER FRAME GASKET
1.933"
2.862"
0.060"
1Q OUTER FRAME
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Robert J. Amoroso, PS
F.Wa P.E. No.49762
No
STATE OF
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Page 1 of 1
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KLR 100
Advanced RF remote rAdvanced
RFtechnology allows the userto
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Create program control the
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skylight
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a Can settheskylightto close
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3 KLI 110
d {KLI 10 RF keypad -Simple
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operates wirelessly.
• Can be wall mounted.
ZZZ 19.
5unscreening Accessory Tray -The
tray -has Pick&Clickl-brackets-built-
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0 Installation of the sunscreening
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Other accessories
Kl_F l00 Home automation -integration -kit -The home
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KL9100. Battery backup Provides limited operation of
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KLC 160 Power supply _ Used to power electrical.blinds
for FS, FCM, and QPF skylights. One unit powers up to
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ZXT 200 3' _ 6"7 hook" rod - For operation of manual
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ZMT300 6-10' motorized rod - A'telescopic,
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