HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: 31'' \ ad PERMIT# `� a 1A(0
REVISION FEE: -- RECEIPT
RECEIVED PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DMSION
MAR 0 4 2020 2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
ST..Lucie County, Permitting (772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: 7� U 2 F-p A-7- W K— N
F,— tP,C--y o,-_- r 3 9-57
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE CO CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUELDER INFORMATION:
NAME: /)I
ADDRESS: 0 >� W►4-cfi3n1 ` —
CITY: F bxvT- el-.EFt STATE: ZIP: zF 9 S/
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC:9/23/09
Revised 06/30/17
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
^^A
9
LRECEIV
EDOf
MAR 0 4 Z020
Lucie County,Permitting Silver Line Building Products Corp.
VI Series / 70 Series Single-Hung Window (2127)
(impact) (HVHZ)
for
Florida Product Approval
FL# FL1491.1
Rsprit No. 5486
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: V1 Series/70 Series Single Hung Window
(2127)
Material: Pk
Product Dimensions: See Installation Instructions,SWDOSO
Prepared for:
Silver Line Building Products Corp.
One Sliverline Dr.
U, North Brunswick, NJ 08902
441 Prepared by: E • • 0 el®-
N . 7 7
Hermes F. Norero, P.E.
Florida Professional Engineer#73778
13 S q OF tZ
Date:01/23/2018 4 -
41
0 113 Z
Conten
Evaluation Report Pages 1—30 .
Digitally signed by Hermes F.Norero,P.E. Her�'/01 N0*6?6\"P.E.
Reason:I am approving this document Florida No.73778
Date:2018.04.19 00:55:47-04'00'
BUILDING DROPS FL#: FL14911
Date: 01/23/2018
A Perfect Solution in Every Drop! Report No: 5486
Certificate of Authorization:29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series/70 Series Single Hung Window(2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation -Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the Current Florida Building
Code.
See Installation Instructions SWD050,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWDOSO require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWDOSO for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 01/23/2018
Certificate of Authorization:29578 Report No: 5486
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization#: QUA2515).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization#TST1589)
Report: Dated:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Qu a lity Assu ra nce
Window and Door Manufacturers Association
(FBC Organization#: QUA2515)
3. Material Certification
Miami-Dade County Notice of Acceptance
Eastman Chemical Company(Previously Solutia)
Saflex(Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Installation:
Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
Suver Line
SILVER LINE BUILDING PRODUCTS CORP. ��`
V1 SERIES170 SERIES SINGLE HUNG WINDOW(2927) RNIS4NIUNEOINi
N�IN,�AA,,,Dt.m�4m
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GE NERAL NOTES: W Z
1. THE PRODUCT SHOWN HERON IS DESIGNED AND MAX OVERAtLSRE TABLE DF CONTENTS n= m
MANUFACTUREDTOCOMPLYWTTIITHECURAXWEDIHONDESIGN MISSILE
WIDTH HEIGHT GONFIG. PRESSURE MPAC£MTING SHEET REVISION SHEET DESCRIPTION c
FLORIDA BUILDING CODE{FBC},INCLUDING HVHZAND HAS Q
BEEN EVALUATEDACCOROINGTOTHEFOLLGWING GENERAL NOTES&GLAZING DETAIL
TAS 201-94 52' 73' O/X .55/-60 PSF LMI/SMI 1 iE
• TAS 202-94 2 ELEVATION&ANCHOR LAYOUTS
TAS 203,94 REMARKS BY DATE
• ASTM E33002 3 - VERTICAL SECTIONS
+ ASTM E190"S
+ ASTM E199"61091224 HO0.RONTAl5ECO0N5
AAMA/WOMA/CSA 101/IS,2/A440.08 5 HORIZONTAL III VERTICAL SECOONSONSTAUATION NOTES
&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCHIRAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ," '%
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT _
LOADSTOTHE FOUNDATION ISTNE RESPONSIBILITYOFTHE m•tvecwt`n,".w+.".nn�'"tom
ENGINEER ORARCHITECTOF RECORD FOR THE PROIECTOF DptmiN si4�+p�EyWddrtTj�Nvpro.P.E
INSTALLATION. 43/64"O,A I.G.LAMINATED GLASSCONSIRay+tt^lei �N""+itl
3. 2X AND I%SUCKS CWHEN USED)SHALL BE DE51GNED AND 2/8-A NEALED:
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 7/32-STEALEDGLASS •:•�L E S'••.p
!• STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE 7/32-ANNE LED L '• Q
RESPONSIBILITY
OFTHE ENG[NEERORARLHOECTOF 132-ANNEALED LASS N T 7
RECORD FOR THE PROIECT OF INSTALLATION. OA90STMA CHEMICAL
INTERLAYER N �-
f. THE W57AtAAT10k DETAILS
DESCfl18E0 HEREIN ARE EASTMAN CNfMtCAL COMPANY -O $(L .OF
3)32'ANNEALED GLASS
GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR *DW99SSEALANT
ASPECIFICSITE,IF SITE CONDITIONS CAUSE INSTALLATIONTODOU
AUCEN Ep NGEER ORARCEfRO THERE R CTSHALLPREPAIIESITE SPECIFICDOCUMENA FOR EWTSDUMENTIN EXTERIOR INTERIORHON-HVHZABEAS.INHVNZAAEAS,ONE71MfPR000CTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE BER ORANI.5. APPROVED IM PACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACERGL p;
ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GIA55FL1 9^T"1RESISTANCE. 1/R"OR 3j32" BITE 7116" •'F7.1.1SETTING HEI.6. WINDOW FRAME MATERIAL•PVC GATE 01.23.18
7. INACCORDANCEWITHTHECURRENTEDITIONFBCWOOD UW H a%HFH
COMPONENTS SHALE HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL1
ORSHALL BE OF A DURABLE SPECIES AS DEFINED SCALE NTS
CHAPTER 23. NOTE
ALGLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.9: SWD050
B. GLASS MEETSTHE REQUIREMENTSOF ASTM E 2300
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FOC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
OF 5
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D.C. REMARKS BY DATE
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SINGLE HUNGWINDOW NNLFIN-SINGLE HUNGVVINDOW THROUGH FRAME-SINGLE HUNG WINDOW
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3 NAILHN 3 THRD FRAME SHEET:
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i
- SHEET:
2 n
(4 OF 5
1/4"MAX
MIN. SUBSTRATE SHIM SPACE �~ SUBSTRATE MIN.EMBEDMENT SUBSTRATE' SIIVeF LIFE)
EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS hAaElF3&i
INTERIOR
SCREW IN THE INTERIOR
CHANNEL
L MIN.
MIN. EDGE DISTANCE
EMBEDMENT SCREW IN THE EXTERIOR o nnHeu nwo�wim�
CHANNEL
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PERIMETEBY=NT SHIM SP CE PERIMETERSEALANT �n z id
BY OTHERS 1/9"MAX, z G m y ;iti
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EXTERIOR INTERIOR EXTERIOR MIN. EXTERIOR INTERIOR N o DO
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EMBEDMENT w 3 zy ^aa
VERTICAL SECTION r HORIZONTAL SECTION
A HORIZONTAL SECTION C NAILFIN(READ) "3,a�o S
6 THROUGH FRAME(HEAD) 6 THROUGH FRAME HAMB) 6
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SupsrRA IIy�p4"MSv INN CE REINFORCEMENT DETAILS s m `;
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0.77" �}I p.g T _I I
o EXTERIOR INTERIOR ' —I
i w 1 p.87"
� 0.45'
z 1 O LOCK RAIL TOP O O
EXTERIOR 1 2 LOCK ALUMINUM ALUMINUM RAIL 3 BOTTOM LIFT
RAIL&SASH
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MIN.EDGE
DISTANCE aonw "
p HORIZONTAL SECTIONVERTICAL SECTION , ltttLLrrl�0``
6 NAIL RN(JAMB) 6 MEETING STIIE 4Y E S PO i
INSTALLATION NOTES: PNCHOq soxtnote N .7 ]
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. uETHw suBSIruTE AxaaascNmue uN EmelmaEHr cmc •D 5 A nF
1. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS TH E MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE pWaoaarn LY i�0 W
worn:101.sB•EAa is 9.Tr
MAXIMUM SIZE LISTED. vAN 11EA0 ,K. O
3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN A70LERANCE OF a1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUTxAnn+a rrt+ NETw,e cnicEstr, raTExsOaEw v
DETAILSR.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOTCUMULATNXE FROM ONE INSTALLATION ANCHOR TO THE NET.
wdtln�l ENL�c
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACKTO BE 318 INCH,SHIM —'W-
WHERE
u• a1r a�inF°uesa rm
t WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER
I) vmm:Mq.sa-PAs
r10 MTHFl➢INT,E
S. FOR MASONRY OR CONCRETE STILL MET
WOOD E CK CORRESPONDING
HOST
TR LONGE E ERALINIMUMNOTE EMBEDMENT AND EDGE INIFRHMI aIWdFl IS O.ir FL H:
DISTANCE REQUIREMENTS ARE STILL MEf WRNIN THE[ORRFSVONOIHG HOSE SUBSTRATE.SEE GENERAL NOTE 03 ON SHEET I FOR MORE F L 14911
INFORMATION. atw°Eaostm
EIOPAN I��Iq �M�BEY0.M0 0]0'
6. MINIMUM EMBEDMENTAND EDGE DISTANCEEXCTUDEWALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICKVENEER,AND nlgwoH rw.,a NETµ:taawcEmA tT�aroq OtV++EL mfµ DATE: 01.23.18
Nal ry•av�
SIDING. nBMrNGmINTft PQ;�" ow DING.
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7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT ,Nrewagawoct. 14T'LL
COATING. aGi(AETErw]aooPN vfraw TA AN 12S ,.�. SCALE: NTS
FtA.aPAO SW D050
S. FOR FREE
OF BLOCKGROUTEDGE OF MORTAR
INT INTO LL FACEINSTALLATIONHEOFBLOANCHORS INTO MORTAR10INi5.EDGE DISTANCE IS MEASURED DWG.p:
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOIN INTO FACE SHELLOF BLOCK. fYUI� 9,r mvITAFcaI to ITr SHEEN
9, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C9or"!Axoao P31 'Uri
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR MANUFACTURER,
30.FOR INSTALLATION ANCHORS ABOVETHE MEETING RAIL IN THE INTERIOR JAMB TRAM USE FLAT HEADANCHORS. OF S