HomeMy WebLinkAboutProduct Approval, Windows o 9qD
HLE COPS'
7 6 5
a
3
Lane Residence
161 NE Bracken Road F
e
Port Saint Lucie
Apply for permit right away,
6
customer needs permit info ?
by 8/15 to meet building department
deadline.
F
1 2 3 4
398 East Dania Beach Blvd.
BUILDING DROPS Aer ✓U�� Ft���' Dania Beach, FL 38004
A Perfect Solution in Every Drop!
Certificate of Authorization:29578 ;��9�� 954.399.8478 PH
954.744.4738 FX
contact@ buildingdrops.'com
i
i
Product Evaluation Report
Of
Silver Line Building Products Corp.
c , '1 Series / 70 Series Single-Hung Window (2127)
(impact) HVHZ
for
Florida Product Approval
FL## FL14911
Report 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: PVC
Product Dimensions: See Installation Instructions,SWD050
Prepared for:
Silver Line Building Products Corp,
One Silverline Dr.
(North Brunswick, NJ 08902
Prepared by: '�,�. E S p
Hermes F. Norero, P.E. N . 7 7 'i
Florida Professional Engineer#73778 't3 S A OF
Date:01/23/2018
%.°T O
Contents:
Evaluation Report Pages 1—3E �����
Digitally signed by Hermes F.Norero,P.E. Hermes' :1 Nwdlo ,P.E.
Reason:I am approving this document Florida No. 73778
Date:2018.04.19 00:55:47-04'00'
BUILDING DROPS 6`�Col_zb FL#: FL14911i
2Date: 01/23/2018
A Perfect Solution in Every Drop! �10�g Report No: 5486,
Certificate of Authorization:29578 < 9p
4 raa,-A
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.
i
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 SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
'I
Hermes F. Norero; P.E.
Florida No. 73778
Page 2'of 3
BUILDING DROPS
FL#: FL14911,
Date: 01/23/26A\\ 11
8
A Perfect Solution in Every Drop! Report No: 5486
Certificate of Authorization:29578
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
ll
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:
NCTL 110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL 110-16327-2 11/05/2013
NCTL 110-16327-3 08/13/2013
2. Quality Assurance.
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/Hal[Mark 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:
�I
Refer to Installation Instructions (SWDOSO)for anchor spacing and more details of the installation
requirements.
Hermes F. Noreroi P.E.
Florida No. 7:3778
Page 3 of 3
Florida Building Code Online Page 1 of 4
JUL 2 4 1019
Permitting Department
St. Lucie County
x
BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Pt
Florida
- �;£ Product Approval
„ USER: Public User
tka trr,`&
2 f i i tri t',:�Hx,i
Product Approval Menu > Product or Application Search > Application List >Application Detail
T K' FL # FL14911-R11
Application Type Revision
Code Version 2017
Application Status, Approved
Comments
Archived ❑
Product Manufacturer Silver Line Building Proc
Address/Phone/Email One Silverline Drive,'
North Brunswick, NJ 08,
(732) 435-1000 ; .
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive'
North Brunswick, NJ 08,
(732) 435-1000
jonberrian@slbp.col;n
it
Quality Assurance Representative
Address/Phone/Email
i,
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from
Florida Professional; Eng
❑ Evaluation Report -
I
i
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj... 5/29/2019
Florida Building Code Online Page 2 of 4
i
I
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manu
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
® Validation Checklist
Certificate of Independence FL14911 R11 COI COI
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA/101,
AAMA/WDMA/CSA/101,
ASTM E1886
ASTM E1996
ASTM E1996
ASTM E1996 j
i
ASTM E330
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
l
Date Submitted 08/17/2018
Date Validated 10/14/2018
Date Pending FBC Approval 10/08/2018 'I
Date Approved 10/18/2018
Summary of Products
FL # Model, Number or Name Description
14911.1 V1 Series/50 Series (2000) Single-H'ung
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj... 5/29/2019
II
Florida Building Code Online Page 3 c
I f4
Limits of Use Installation
Approved for use in HVHZ: No FL14911 R1
Approved for use outside HVHZ: Yes Verified By:
Impact Resistant: No Created by I
Design Pressure: N/A Evaluation I
Other: See Installation Instructions and Product Evaluation FL1491111 R1
Report for allowable design pressures, sizes, installation Created by I
requirements and limits of use.
14911.2 V1 Series/50 Series (2111) Single-Hung
Limits of Use Installation
Approved for use in HVHZ: No FL14911' R1
Approved for use outside HVHZ: Yes Verified By:
Impact Resistant: No Created by I
Design Pressure: N/A Evaluation 1
Other: See Installation Instructions and Product Evaluation F1-14911' R1
Report for allowable design pressures, sizes, installation Created !by I
requirements and limits of use.
.i
14911.3 V1 Series/50 Series (2200/2300) Single-Hlung
i
Limits of Use Installation
Approved for use in HVHZ: No FL14911l R1
Approved for use outside HVHZ: Yes Verified ;By:
Impact Resistant: No Created by I
Design Pressure: N/A Evaluation
Other: See Installation Instructions and Product Evaluation FL14911 R1
Report for allowable design pressures, sizes, installation Created'by I
requirements and limits of use.
14911.4 V1 Series/70 Series (2127) Single-Hung
Limits of Use Installation
Approved for use in HVHZ: Yes FL14911 R1
Approved for use outside HVHZ: Yes Verified By:
Impact Resistant: No Created''by I
Design Pressure: N/A Evaluation I
Other: See Installation Instructions and Product Evaluation FL14911 R1
Report for allowable design pressures, sizes, installation Createdliby I
requirements and limits of use.
u
14911.5 V1 Series/70 Series (2127) Single-Hung
Limits of Use Installation
Approved for use in HVHZ: Yes FL14911 R1
Approved for use outside HVHZ: Yes Verifiedl,oy:
.Impact Resistant: Yes Created;,by I
Design Pressure: N/A Evaluation I
Other: See Installation Instructions and Product Evaluation FL14911 R1
Report for allowable design pressures, sizes, installation Created'by I
requirements and limits of use.
14911.6 V1 Series/70 Series (2907/4907) Single-H,ung
I
https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj... 5/29/2019
I�
Florida Building Code Online Page 4 of 4
I�
Limits of Use Installation
Approved for use in HVHZ: No FL14911 R1
Approved for use outside HVHZ: Yes Verified By:
Impact Resistant: No Created by I
Design Pressure: N/A Evaluation I
Other: See Installation Instructions and Product Evaluation F1_14911 R1
Report for allowable design pressures, sizes, installation Created by I
requirements and limits of use. j
i�
Back Next
Contact Us ;: 2601 Blair Stone Road,Tallahassee FL 32399
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: PrivacIL.
Under Florida law,email addresses are public records. If you do not want your e-mail address release
mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questic
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pros
emails provided may be used for official communication with the licensee. However email addresses a
please provide the Department with an email address which can be made available to the public.To
click here .
Product Approval Accepts:
EGheck
Credit Card
f
j
i
https://floridabuilding.org/pr /pr_app_dtl.aspx?param=wGEVXQwtDquZRj... 5/29/2019
5 Silver Line
MAndRWh
SILVER LINE BUILDING PRODUCTS CORP.
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) °NESIWEBNNE DR NJ
NDRTH S LVERU1NE 08902
PH:800 2a 228
(NON—IMPACT) (HVHZ) z WW a
vl� VI R
Z N F$r
�o
Z 0MV
\3 Fz
01,
L J
Fu to
5
GENERAL NOTES: ti= io m
1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS > w
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE J a a
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION H
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 20234
ASTM E330-02 5T' 62.50". O/X +62.8/-65 PSF NON IMPACT I GENERAL NOTES&GLAZING DETAIL REMARKS BY DATE
•
• AAMA/WDMA/CSA 101/I.S.2/A44"8/11 2 - ELEVATION&ANCHOR LAYOUTS
52" 73" O/X +55/-60 PSF NONIMPACT 3 _ VERTICAL SECTIONS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 5 _ HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE I I REINFORCEMENT DETAILSurore"nArnmewiaea `.""raAMMC
5 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
� �Iesm:m"Pmonswuc"mA°Anoxmoevu.c
INSTALLATION. FE.9cmEcaonsoxA�u xrairis�i[s•sv aiiRc
oomrnE"rs r°•uscvmH
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND igitally sligne PYt"tj*Fr Norero,P.E.
' ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE eason: 4N` t Cs�tpyment
I2 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5/8"O.A.I.G.GLASS ate:OB. :•6: (9�1'of
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION. �� l� \•E•.S••• 'Po
i
' 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE N 7 7
[t GENERICAND MAY NOT REFLECTACTUAL CONDITIONS FOR / ±*
ASPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / "O $ /.1 OF :gr
'! TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / INTERIOR 0 O IOP,•; `
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT INNON-HVHZAREAS. HVHZ AREAS,ONE TIME PRODUCT
APPROVAL TO OIBTA NED FROM MIAMI-DADE ITER OR I 'O.
AHI. STEELSPACERFLORIDA\� tPmONdtJ�ai
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON / MIN.GLASS sae E DMA BF°Ui�A °R0 INC
AW M. Dee
BL
f 1/8"OR 3/32" a BITE 7/16" °AR[A a
THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. SETTING BLOCK aAunROxr.aP w2U
wnoN Ha lave
^ 6. WINDOW FRAME MATERIAL:PVC FL#: F L14911
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL
., COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18
07 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
4 CHAPTER 23. CHK.DWG. BY:
8. GLASSSHALL MEETTHE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE:f�
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. NTS S
SAFETY GLAZING REQUIREMENTS OUTLINED IN
a CURRENT FBC AND ASTM E 1300 GLASS LOAD DWG'#: SW D049
@ RESISTANCE. SHEET:
- OF 5
a Silver Line
LrAndiff!Oi
03'
ONE SILVERUNE DRIVE
NOUN BRUNSWICK,M M902
PH:800 234-4228
MAX.O.A FRAME -_, Z
WIDTH 52"
MAX.D.LO.WIDTH 47.69
47.69"
A g 3"MAX. 6"MAX. 6.25"MAX. 4 o F L7 m m a
3 3 FROM O.C. C FROM o z Z s
CORNERS CORNERS
L7 H j W }m m
NOTE: >_
0
ALL FASTENERS ABOVE w a
THE MEETING RAIL IN
THE INTERIORJAMB F= "'
MAX.D.L.O. MAX. TRACK MUST BE FLATHEADS. ~ a
HEIGHT 33.50" 6"
"O' O C "0'
C I REMARKS BY DATE
4 L
12.50"MAX.
u
MAX.O.AFRAME O.C.
HEIGHT 73
e T-
ExE IrarwAnon Dfnuu QEsw9E0 n EREw FaQ 9 wERK
f D FROMTIEREQUIREMEx�13DflmIEDxEREI AWED
snE.nzm:mmmaxsuwE oxm DEvun:
$
MAX.61.0. 4 ,.K,. "XI. ..X"
3"MAX. 6.25"MAX. E xEERDRURcxlrtcrsxnuPREvnRzsOEznEaFlc
HEIGHL
���III DDNMENIS FDR USE WDIITI6OOtl1MfHF.
FROM FROM
CORN RS� CORN RS I
N .7 7
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s 01
A of
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
HE
3ci RD P.C.NNo 7377
JBULDDO DROPS.INC
c
0.�w,a a��
FSPE RAL OF NNHORD'ATOX Na 29578
X
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
e HR HFN
SCALE: NTS
DWG.#: SWD049
t
SHEET:
a n
OF 5
Silver Line
MAndO6'i
ONEB'
E SILWRUNE DRW
m OOD� NORTH BRUNSWICK,NJ 08902
PH:(80011z8 228
/ \1 \, Fz
Z
N
SEE GLAZING w 3o G 03 T '
SEE GLAZING '^p '^ s m x°!
DETAIL,SHEET 1 DETAIL,SHEET 1 �3 S p
0 o W?
J ^2 m
� p > p /a
F d
REMARKS BY DATE
C =
EXTERIOR INTERIOR EXTERIOR INTERIOR
a 5a
Eswew X xFADxMECENERCµoro nt mnnwic�rH.scsuumxumoxswRnsrtanc
sirt.ls—AEQU1-0-Dsem DHDRE1R,—ED
$ NGI Ewonna�a FensLraDOH Evil IC
E roRIrSE WRx MEM.
J 6 ``% p
N .7 7
a;1 A a SEE GLAZING SEE GLAZING ^ � S OF
DETAIL,SHEET 1 DETAIL,SHEET 1 O ��P,:• l�j�;
FKRLDI P.O No]INCBUID810 DROPS. C
390 E
SVDOi
S
FHPEDANA BACK
CERT.OF ALITHOfUAIQ
Na 79S'!S
f.
.. � FL N:
FL14911
DATE: 01,23,18
DWG.BY: CHK.BY:
HR HFN
A VERTICAL SECTION rffVERTICAL SECTION SCALE: NTS
DWG.a: SWD049
3 NAIL FIN3 THRU FRAME SHEET:
F ^�SjS
V
--
Silver Line
ED'MAndeis"eri
INTERIOR ONE SDVERUNE DRIVE
NOM BRUNSWICK,NI 09902
SECTION FOR SECTION FOR PX:eaa 29 228
BLOCK&TACKLE SEE GLAZING SEE GLAZINGCONSTANT FORCE
BALANCERS \ DETAILSHEETI DETAILSHEETI �BALANCERS i
® O� Z N i
\ i
I Q g u
EXTERIOR
c
�x m
r D.L.O. > w a
6
W
MAX.FRAME WIDTH r i
rC-\ HORIZONTAL SECTION REMARKS BY DATE
4 UPPERSASH
U DFSOIIBED XERDN ARE GENFNC
MD MSA NfOEnENfIDECEKNAEmNOD10.—ABRDBC
SRf.IfM NEQUIR10N5 CRVSEMBTAWTDNRDDEV 0
FROMTNE RERM04 ENiS DET/JIED XERflN,AIPE-C
FNGI N FFR OR ARDiDFCE 51 W L YRF➢ME YIE SVEDEIC
DO[DMENRBEDRUSE WInFTN6DODIMFM.
SEE GLAZING SEE GLAZING
DETAILSHEET I INTERIOR DETAIL SHEET I Ate%%%N 11lllll0''���i
.pow=
o o N .7 7
�.�.� O IDP• •lu
EXTERIOR -11 O
I' D.L.O.. DA P.L No 7377G
e MUN0 DROPS,INC
390 L DANIA BFAW M I Sb
DANIA SON.M SVO{
MIE COW.OF AUTIORQ rW Na M70
MAX.FRAME WIDTH
FL
FL14911
r (� HORIZONTAL SECTION DATE: 01.23.18
4 LOWER SASH DWG.BY: CHK.BY:
HR HFN
=' SCALE: NTS
DWG.a: SWD049
N SHEET:
--—
MIN. SUBSTRATE 1/4"MAX.
2 SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS 3 BYOTHERS ._..J MAndersen
INTERIOR I BY OTHERS
SCREW IN THE INTERIOR
o CHANNEL
MIN.
MIN. EDGE DISTANCE
EMBEDMENT o Z ONE SIWERUNE DRNE
SCREW IN THE EXTERIOR x°;LTH BRUNSWIM NJ 08902
CHANNEL < PH:800 23 422e
PERIMETER SEALANT 1/4"MAX o
BY OTHERS SHIM SPACE PERIMETER SEALANT o Z
- BY OTHERS 1/4"MAX. i ry Fi,s h
EXTERIOR EXTERIOR MIN. SHIM SPACE - n h�� CO Q-$e�
INTERIOR EMBEDMENT EXTERIOR INTERIOR y J 0 0 K e
z38z OS=M^-
A VERTICAL SECTION w o F
6 HORIZONTAL SECTION HORIZONTAL SECTION =w g
.np m0 (D moa
��� oz >�W zs_ ��
THROUGH FRAME(HEAD) 6 THROUGH FRAME(IAMB) 6 NAIL FIN(HEAD) �++a a a 5 .2 W 9
�m
H z O Z? }CO
r I=N_� m
SUBSTRAT 1/4"MAX. - REINFORCEMENT DETAILS w _ /a
i
BY OTHERS SHIM SPACE 0.34"
INTERIOR 0.831"� 0.87" I F a
-}-'-��-�0.13" REMARKS BY DATE
F- `�`1J I
2 Z 0.77" IDS..
0 EXTERIOR T 0.06" 0.87"
0.46"
CIO
1 INTERIOR 0.45"
z O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL 8,SASH7 µow mTR FSR
£ EXTERIOR �' ALUMINUM ALUMINUM ALUMINUM IJ µDFSWRFD MFNON AREGE -
mn-o--
S—F-0-1--
-EE—.--p--
m0xs E0RAsrt0Ec
srtE..Rs0Emx0R0nsu0sEinnuun0xro 0Evu1E
MIN.EDGE —EE"REpVIREMFMSOET p HBi—IIE—
EE MARCNIRCE3XALLPRF➢ARE11iESREDfIC
OONMFNREDR.ISE WIIM MROOLUMEW
z DISTANCE
r HORIZONTAL SECTION ERTICAL SECTION %
6 NAIL FIN(JAMB) 6 MEETING STILE `���` •� •• '.1i0
INSTALLATION NOTES: ' :•�-�•E..S
ANCHOR SCHEDULE • N 7 7
.4 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE * �.
METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT DISTANCE i 'p S A OF
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
08 MAXIMUM SIZE LISTED. WOOD:MIN.SG=0.65 PAIN SCREW +s• Das ��0,� O IOP'.'•(4'
NAILING FIN 01
3. SMIN
INSTALL INDIVIDUAL ANCHORS LEDEPICTEDNCE OF il/2 INCH THE LOCATION&SPACING IN THE ANCHOR LAYOUT MtTy- III TEKSCREW P3TRON
AIIS` WITHOUTCONSTERATIONOFTOLERANCES).TORACES ARE NOT UMULATVEROMONEINSTALLATONANCHORTOTHENEXT. MIN.Fy33KSII ENERATBEYOND 0.50, 0
METAL �� �
ay E.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM 010 PAN HEAD IN 1.5• 0.75• FLORIN,BUILDE.No 7377a
NC
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIORCHANNEL 383 E DANIA REACH aLva 33a
WOOD:MIN.SG 0.55 Fl3PE DAIM SEAM R
1RARON
CNa 2931E
s 5. FOR MASONRY OR CONCRETE OPENINGS,SX WOOD BUCK MAYBE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 010 FLAT HEAD IN THE
.. DISTANCE REQUIREMENTS ARE STI LL MET WITHIN THE CO FIR ESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#30N SHEET I FOR MORE INTERIORCHANNEL 1.5• 0.16• FL#:CFAT.OF AlIHI
P INFORMATION. FL14911
010 PAN HEAD IN 3 THREADS MIN
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND EXTERIOR CHANNEL PENETRATION BEYOND 0.50•
THROUGH01,23.18
SIDING. METAL:I8 GAUGE Steel, METAL DATE:
FRAME MIN.Fy-33KSI
010 FLATHEAD IN THE 3THREADS MW DWG.
GI- -FN
IR CHK.II
S 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL PENETRATION BEYOND 0.50•
COATING. METAL
TF3000PS1 3/75 RW TAPCON 1.25 175 SCALE: NTS
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED CONCRETE: FLATHEAD SW D049
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. DWG.#:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS MASONRY:CMU per ASTM 3118'rTWTAPCON 1.151 175, SHEET:C90 MIN.2000 PSI FLAT HEAD
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
.
10FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS.
---