HomeMy WebLinkAboutProduct Approval ._ Planning & Development Services Department
r Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name Applicant: AI-C-46 . ;—a, A [,,, a.S
Product Opening Design Product Rated Manufacturer Model Number Product Approvaf Glass —Method of Attachment - -
Pressures Design Pressure Number Type
Windows
Mullions cd Z / N IatP CV-7 --
Fixed Glass --- - -- -----—- -- -- --- - --- --
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
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l
hZ W R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
B P.O.Box 230 Valrico,FL 33595 Plione 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
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Product Evaluation Report
Report I
Date: March 24,2015
Product
Category Sub Category Manufacturer Product Name
I" �I
Silverline Building'Products Corporation Series 70-Model 2127IMPACTFIN
:Window Single Hung 1 Silverline Dr. Extruded Vinyl Single Hung Window
North Brunswick,NJ 08902 with Nailing Fin
Phone.732.435.1000 I "Impact" !
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida
i Product Approval,,Department of Business&Professional Regulation.
:RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest ini,the company
manufacturing or distributing,the product or in any other entity involved in the approval process of the.product named herein.
I
Limitations:-
. This product has been evaluated'and'is in compliance with the 5th Edition(2014)Florida Building Code(FBC)str aural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base;material shall be beyond wall dressing
or stucco.
3.When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant
covering. 11
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the
2010 FBC and does not require-an impact resistant cove ring.This productmeets missile level"D"and includes Wind Zone 4:as defined
inASTME1996.
5. Site conditions that deviate from the details of drawing FL-14911.22 require further engineering analysis by a licensed engineer or
registered architect.
6. This product meets the water infiltration requirements for"HVHZ".
! 7. See drawing FL-14911:22 for size and design pressure limitations.
Supporting Documents:
1. Test-Report No.- Test Standard Testing..Laboratory Signed by
NCTL 110.16326-1 TAS 201!,202 and=203'-94 NCTL I Robert H.Zeiders;P;E;
NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
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Materials PVC Extrusions
ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories „ J.L.ioldan,P.E.
D638-96 and G26-95
I I
2. "Dade-County NOA Materials Testing
1 14=0423-16 Safiex°PVB Interlayer(Eastman Chemical Company)
& -Drawing.No. ?repared:by Signed&Sealed by
No.`FL-14911.22 RW Building Consultants,Inc.(CA#9813) Lyndon`F.Schmidt,P.E.
4. Calculations Prepared by ��. x.4`1;9f,^ �Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) ob `�o"" .'1 '.� °�'f ,Lyndon F.Schmidt,P.E.
� ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by Window&Door,Manufacturers Z� 7 Association,certifying that SilverLine Building Products Corporation ismanufacturing products within a quality assurance program-that:complies.
with ISO/IEC 17020 and Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
I
3/27/2015
Sheet 1 of 1
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WINDOWSeDOORS ',�'>' • 5y �a�m
55.25"MAX.OVERALL FLANGE WIDTH �'9 rA
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SERIES-70=-MODEL-2-127IMPACTFIN ---- --— --:- — --- -- . -------- - - - --
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Q GENERAL NOTES o 'o z
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LL 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code as
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2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base
material shall be beyond wall dressing or stucco. m
3. When used in the"HVHZ'this product complies with Section 1626 of the Florida building Code and does
not require an impact resistant covering. N y
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a 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product complies w Z v°—,
With Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets h
missile level"ID" includes Wind Zone 4 as defined in ASTM E1996 and FBC Sect on 1609.1.2.2. o
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5. Site conditions that deviate from the details of this drawing require further engineering analysis by a o
licensed engineer or registered architect. i
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TABLE OFCON1ENiS OVERALL OVERALL MAX GLASS L)ESIGNPRESSURE(PSF) w o v
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DIMENSION DIMENSION DIMENSION.,. POSITIVE NEGATIVE wm: 9112113
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1 Typical elevation,design pressures&general notes _ -- o
SCALE N.T. 1
2 Horizontal&vertical cross sections 55.25'x 76.25" 52A"x 73.0" 47.626'x 33.5" G1 +55.0 -60.0 �K m'
3 Horizontal&vertical cross sections
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5 Will of materials,glazing detaisl&components °R""w°NOZ
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PRODUCT: DocumentelPropared W. O
c Ip I`t Lyndon F. Schmidt ���� •�/�OR{D�`.•`�\���
IN ISINGLE HUNG WINDOW P.E. No. 409
� .y Iv 2 3 24 15 UPDATE 70 5TH ED. 2014 FBC LFS p{uZT OR ASSEMBLY: � BUILDING CONSULTANTS. INC.
9 16 13 REVISE ORWG. NO. JK
IN •N W NO DATE BY HORIZONTAL & VERTICAL P.O. Box.:81 .659,9Valr1co7 33595
CROSS SECTIONS Phono No.: 813.689.9197
REVISIONS PBPE C.A. No. 9813
02013 R.W.BUILDING ODNOULTANT6 INC. I
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k-\l i-ts\Sllvpfll-Building Produtts-MFlorld,P,,,I,,tA,oraMs\FL- 0141NFl-14911 77-71 dwo 1121
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o PRODUCE Dcc—ntn Pr p—d By:�
hi Lyndon FI Schmidt �"I-,%.�OR...•��`��``
It {o SINGLE HUNG WINDOW P.E. No. 43409 �
w '• '.�j tJ 2 3 24 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC.
9 16/13 REVISE DRWG. N0. JK el li Box 230, Valrico, FL 33595
It" N w NO DATE BY HORIZONTAL&VERTICAL P.O.'Phone No.: 813.659.9197
REVISIONS CROSS SECTIONS FBPE C.A. No. 9813
2D13 R.W.8411.a{Na CGN9ULTANT9 INa. I I
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2X FRAMING TO BE DESIGNED '` ..
BY THE ENGINEER OR ARCHITECT Q:'• ''�% n
OF RECORD BASED ON WIND LOADS c_+ ( o i.J ci M
AND THE CLADDING BEING USED. V:W pct?Q=? n
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BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING N N
MASONRY 2X BUCK 2X STUD W z° L
CONCREMANCHOR NOTES: o o
° 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. m
a edge distance to mortarjoints. A y
> 2.Concrete anchor locations noted as MAX.O.C.(TYP.)"must be adjusted to
emaintain the min.edge distance to mortor joints,additional concrete anchors
may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. �2 n m
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3 Concrete anchor table
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ANCHOR NCHOR MIN MttJ CLEARANCE MIN.CLEARANCE; n m
a TO MkSONRY TO ADJACENT z
1yPE SIZE EMBEDMENT w Z
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8 ITW DAM 9112113
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TAPCON® 1/4" 1-114" 2 4" sr.c. N.T.S.
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ELCO ® M.BY. JK m
ULTRACON 1/4" 1-1/4 1" 4" ate.en LFS 3
WOOD SCREW INSTALLATION NOTES: BAmNG ND" m
1.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of FL-14911.22 0
wood screws to prevent the splitting of wood. "
S Fr 4 OF 5
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BILL OF MATERIALS 1%A% ='•
ITEM @ DESCRIPRON MATERIAL 3/4"OVERALL �Q• m• '� N
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B 2X BUCK SG>=0.55 WOOD THK•GLASS
C 1/4'MAX,SHIM SPACE - QO I/8'ANNEALED z
D 1/4!'X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL �Y'•. y c ro
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI AIR SPACE ��i��'•.,• �5��� o m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
3/3TANNEALED
ED 'i'4�7j11*pl`�C``�` o d m Z
F #8 X 7'PPH SMS STEEL OA90"SAFLEX®PVB INTERLAYER ) o a..
G #8 X 2-1/2"PPH SMS STEEL 3/32^ANNEALED Ih Z o z V
-1 EXTRUDED PVC MAIN FRAME#52-2601' PVC E m 9"E w
2 EXTRUDED PVC SILL#52-2683• PVC 1/2"GLASS N
3 BRRUDED-PVC-GLAZING-BEAD-(INTERLOCK)-#52=1257'- — - - - - PVC- - BITE — -- — - —INTERCEPfSPACER- - - o - --
4 EXTRUDED PVC MEETING RAIL#52-2907' PVC E o z
DOW 995 SEALANT
5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVC A a
_-6- _ EXTRUDED PVC BOTTOM RAIL#52-2905' PVC
GLAZING DETAIL- _
7 EXTRUDED PVC STILE#52-2905• PVC -
9 EXTRUDED PVC GLAZING BEAD[VERT.&HORT,)#52-1227• PVC 3
10 OPERABLE SASH LOCK#12-2241 PVC $
�- - -- 1-1 -SASH KEEPER#-12-2240 _ _ ___ _ STEEL
12 FIXED MEETING RAIL REINFORCEMENT#50-2608(610545) ALUM 0 0.78" o N caj:E_
" 14 LOCK RAIL REINFORCEMENT#50-2609(6105-TS) ALUM = m
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM
e 16 WINDOW SCREEN z oa
s 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH(ULTRAFAB) = vs o �o
a 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL(ULTRAFAB) 3 GLAZING BEAD 9 GLAZING BEAD of
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL(ULTRAFAB) sash interlock a a
20 WEATHERSTRIP VINYL BULB.187'x.375'0(AMESBURY)
33 TILT LATCH#2818-00 STEEL to m
34 #8 X 1"PPH SMS STEEL o �1 0.91^r-- 1 O F- I-0.87q' o o E2
IL II
.q '1HEAPPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED 0.335'� � b- � � v
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS", 0.065' 0.125' F a R
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1.16" T o0.455'�-I (---- I -T w o
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�1EXTRUDED PVC BOTTOALRAIL LOCKMEETING RAIL BOTTOM NFT RAIL&SASH LOCK RAIL TOP n g I
T4 Reinforcement 15 Reinforcement 12 Reinforcement o
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269" o
>; 269"
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fc0.055' v.o 1.16 I �I o r,
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o 0 0.91" Z EXTRUDED PVC STILE CHK Bh LFS
o DRAWM RD: t7
�1 EXTRUDED PYC MEETINQRAIL I PVC MAIN FRAME 2 PVC SILL EXTRUDED PVC TOP LIFT RAIL FL-14911.22 0
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