HomeMy WebLinkAboutproduct approval NOTICE OF PRODUCT CERTIFICATION
' <1 Company: JELD-WEN Certification No.: N1010116.01-R2
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2019
Revision Date: 08/07/2014
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Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
Side-Lites or w/or w/o Transom(w/Wood Frame unless noted)
Specifications:ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed.This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to
claim certification status. Please review and advise NAMI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Ne s Rated Comments
X I/S Opaque 37"x 610" +551-55 psf 0.0 psf Yes SIW2009-200/SJW2009.199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW162009 1-16/A011271
X O/S Opaque 37"x 6'9" +55/-55 psf 0.0 psf Yes SM009-200/SJw2009-199/SJW2009-199
Single Wind Zone 4 Addeadtun(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW1620091-16 /AO 11271
XX I/S Opaque 6'2"x6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-i99
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67' -
Anchor Details:J W 162009 1.16 /A011271
XX O/S Opaque 67"x 6'9" +55/-55 psf 0.0 psf Yes SM009-200/SJW2009-199/SJw2009-199
Double Wind Zane 4 Addmdum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW1620091-16 /A0ll271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
11 1
Z'G T D"'�E1'N® 74"MAX.OVERALL FRAME WIDTH
CONTOURS,JSiEEI DOOfl.WOOD EDGE 72 1/4"M�PANEL WIDTHj P� ABLE OF CONTENTS
6-0 X 6•B tXX18 5-4 X BO(O/OXOi 36 378"WITH T DESCRIPTION p
INSWINGIOUTSWMG ASTRAGAL i ELEV.ATTONS b GEN,ERA.NQTES
2 G ELEVATIONS rn
24 OA.STEEL IMPACT DOOR SYSTEM F3 ELEVAAONS I BILL OF MATERIAL O
GENERAL NOTES 4 VERTICAL CROSS SECTIONS ED O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 Di811MN4G VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE,PRODUCT HAS / \ $ HOR120NTAL CROSS SECTIONS F"Tn is!f1
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E19964M S AAMA 1304-02. / 7 HORIZONTAL CROSS SECTIONS Z CJ¢1?
SINGLE AND DOUBLE DOOR SYSTEMS PASS WIND20NE(WD)4 RATING.DOOR SYSTEMS = (Z� 8 NG ELEVATIONS 0.
0�N
HAVING SIDELITEITRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. c5 `-' 9 OUTVMNG VERTICAL CROSS SECTIONS 2 Y=
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED, 10 OUYSWING VERTICAL CROSS SECTIONS W
2.2X AND I WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY 7p TRANSFER it NG HORIZONTAL CROSS SECTIONS
LOADS TO THE STRUCTURE. 12 NG HORIZONTAL CROSS SECTIONS D
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR i3 LNG LOCATIONS i j
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 1 NG LOCAT ONS •� M`1 d
4.FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1, dxx. 1 RING LOCATIONS&DETAILS5.SCALE BASED ON 11x17 SHEET SIZE. NO E 2 \ NOTE 1 U MPONENTS
6.ALL 1X 8 2X TO BE O.55 SPECIFIC GRAVITY OR GREATER. \ /
7.FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. f w
e.PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION,IF AUTHORITY HAVING JURISDICTION
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN
LLEw O w
INSTAD AT LOCATION PROTECTED BY OVERHANG SUC14 THAT OVERHANG(ON)RATIO=OH INACTIVE ACTIVE
LENGTH/OH HEIGHT IS 1.0.
30a am
w
ASTRAGAL q ¢p
WOR LEAF CONSTRUCTION: NOTE 2 2 z
FACE SHEETS:THE FACE SHEETS ARE GLUED TO WUBEE UNIT(XX}
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) ?
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND v'`• w
DENSITY EXPANDED POLYSTYRENE(EPS). z w
PANEL CONSTRUCTION:EACH WOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O y a
24-GAUGE{.02f"MIN}GALVANIZED STEEL THE AVERAGE MIN.YIELD STRENGTH OF 24 GA
SHEET METAL SKIN IS 40,300 P.I.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0• i o O ¢
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL,THE 1.680'X 1.203•BOTTOM RAIL DESICaN PRESSURE RATING a O c
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE{,018"MIN)STEEL.THE LOCK _
BLOCK IS 1,866"X 3 1/8"X 12"FINGER JOINTED PINE. IGF4_ UESPRESSURE RATING: N g m
S@ELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL,
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZINGR WITH&WITHOUT DOUBLE DOOR L9 w
t�
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75'AIR SPACE. SO4GLE z 2
SpELFTE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM q
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD.
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE 155 +55 o W a rn
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -w -5,5 O D U O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM 00.05 0 w 05
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 w 0 q w
THREE 16 GA.7/16"X 2-LONG STAPLES AND ONE#SX2 FH WOOD SCREW PER CORNER. NEGATIVE "65 -55
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED. _
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/t6"%2'LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA%7/16'X 2"LONG CROWN NOTES' r.=
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH I GLOBAL STAPLES THROUGH THE JAMB,THE MULLION TO DOOR/SIDEUTE IS I-ALLVIF:WS FROM INTERIOR, H o
ASTRAGAL ATTACHED i0 THE INACTIVE PANEL,HAVE A 7118'HALE ORXIED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMSS 2-MASONRY AND CONCRETE COFISTRUCT�}1tUtr r "
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.A PLASTIC
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EX THE TWO FRAMES.T K 1TH CORRUGATED NAILS ARE USED ON THE ES F O rrri� m¢O
UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2'
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2.1/2'SCREWS TO RECEIVE THE SCREWS ARE INSTALLED THROUGH JAMBS O THE INTERIOR SIDE.A bb#OnMMRetMn F.Norero,P.E. .;'Z: �,\L "•r_�0%Y °"TE 12/31/09
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTRE LEND IH,.� ME dx�mem
BOTTOM ASTRAGAL BOLT.INSWING AND OUTSWING UNITS TAKE A 112•HOLE AT THE •P "# _ -N'xa 7 S scut+ IQ-P
OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD :xot4.tl.n toaa4os'oa' % 1$'
CENTER OF THE HEAD ANDA MESAL STRIKE PLATE IS FASTENED USING TWOL X 2 1/Y IN PLACE WITH 16GA X 7116"X 2"STAPLES. ,;_.+'t"' a`G.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL 8017,ALL FRAME JOINERY ARE SEALED AT =-o ST/1T,E OF 7
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" r P'.r ru nac.sv: S.FREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �� ��f' �a �� JW 162009
LAMINATED VENEER LUMBER(LVL).THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/i6'AIR GAP,
AbFliYhw xsre s�+E Dov 16
64 1/2"MAX
O OVERALL WIDTH64 112'MAX O.VA WIDTH 51'MAX
36 374'MAX 1..
C] C —58 1/2'MAX.D.L.O.— L.,. Iy OVERALL WIDTH
r11 4 ` I PANEL WIDTH
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NOTE 2 NOTE 21 pAll A EL WIDTH NOTE2 O c7 'z
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NOTE ¢ PANEL WIDTH
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NOTE 2 -----�-PANEL WIDTH DUAL UNIT(OX) W z H z
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PANEL WIDTH TYP. FRAME WIDTH �IMPAC7600R NTH
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2-MASONRY AND CONCRETE CONSTRi,YWAI�I rttrf��
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NOTE 2 ✓N4? ,77
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35 314"MAX. A iST T, Qf � S.FREY
PANEL WIDTH p ��;� SS
.�F!ti..e
SINGLE UNIT(X) S � JV✓162009
QNSWWG IMPACT)
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IM DESCRIPTION Material
1 HINGE JAMB 01/4'X 4.9/18'FINGERJOINTED PINE PINE
Ci FRAMEWIO371t2'MAX O.V.VA. 2 HEAD JAMB I IA-X 49/16'FINGERJOINTED PINE PINE
0 3 LATCH JAMB(I J/4'X 4.9116'FINGERJOINTED PINE PINE
31 117 MAX.D,L.O. 4 SIDEUTE JAMB i-N4'X 4416'FINGERJOINTED PINE PINE
-f_ 5 a10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL
6 4`X 4-BUTT HINGE I2GA..DOW MIN STEEL r`
0 7 p9 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL Q
NOTE 2 7 g y10 X 1 1!2'PHLUPS FLATHEAD WOOD SCREW STEEL >D:
I 9 3116'ITW BUILDEX TAPCON WITH 1114*MIN,EMBEDMENT STEEL 03 O
` 10 COMPRESSION WEATHERSTRIP FOAM UJ
= 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF1206063-T51COMP. ALUMINUM Z O
\ c7 12 #8 X 21/2'PHILLIPS FLAT HEAD WOOD SCREW STEEL d LL N
26 i 13 EXTRUDED ASTRAGAL GLOBAL 606&T6 AL ALUMINUM Z YS
14 NOT USED Qu,t JQ Q
� \ J 15 SIDELITE SEAT Z60 SERIES ENDURA i VINYL n r,�
2S 18 TOP RAIL LAMINATED VENEER LUMBER LVL LVL _i n d=
O^g 17 BOTTOM RAIL 25GA.0,011F GALVANIZED STEEL STEEL y 0-
i 18 HINGE 510E STILE LAMINATED VENEER CLIMBER LVL LVL
n 7 19 LATCH SIDE STILE LAMINATED VEN ER LU BER LVL LVL
/ 20 LOCK BLOCK 1-11116'X 3-118'X 12 FINGERJOINTED PINE TREATED PINE
21 OOL LIP4.ITE FRAME PLASTIC
NOTE 2 f NOTE 2 22 V O.VA,INSULATED TEMPERED GLASS GLASS o ox w
23 16 Ga.7116'CROWN X 2-LONG STAPLES STEEL 090
ae
qq n
24 CORRUGATED NAIL IQ*X 1-1116'25 GA. STEEL O V 2 y
25 KWIKSET LOCK SERIES 400 STEEL
26 KWIKSET DEADBOLT SERIES 660 STEEL
27 A8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD
NOTE 2 29 NON-COMPRESSION SHIM WOOD N p'�' z O
35 314'MAX. 30 EXPANDED POLYSTYRENE 1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM x m w J
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS ' Z m
A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. u rn a
SINGLE UNIT(OtX} 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL g�p ?
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a O n
NON4MPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 11TTH973 6D63-TSICOMPOSITE ALUMINUM g m
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE
36 3/9'ROUNDED SCOTIA PLASTIC Z O
37 SILICONE BEAD DOW 1199 SILICONEQ
38 JAMB,1.1/4'X 4.112'FINGERJOINTEO PINE LVL w O a
39 OUTSWING THRESHOLD AFCO MODEL J4297 IiWlTS ALUMINUM owrrz
40 ASTRAGAL BOLT 0.313 DIA. STEEL p U w v
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINEWOOD
w O w
42 111160.VA.INSULATED 178'ANNEALED GLASS GLASS rN
43 1'STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT �w
45 GLAZING CLIP CELLULAR -FES' S 4
4fi SASH CELLULAR 11-ALL VIEWS FROM INTERIOR. 11ett1 6`4
47 STRIKE PLATE GLOBAL STEEL 2-MASONRY/IND CONCRETE CONSTRIt(l'ik;}S //�
48 DEAD BOLT BACK PLATE SI%;lE DOOR SYSTEMS ONLY) STEEL
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC y1S.a O% Dole 12/31/09
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1 VERTICAL CROSS SECTION DOOR TYP, rT WOOp IS MAINTAINED. O
4 WOOD FRAME INSTALLATION / e }VERTICAL CROSS SECTION.DOOR TYP. NOTE 2.OPTIONALLY,ANCHOR CAN BE PLACED ^'"y�t1�,�"b"A.N.'a•�tj � �'�NO
4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMS. � � JW 162009
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6 VIEW AT FIXED PANEUSIDE JAMB
{WOOD INSTALL} ll � 6 T � INTERIOR NOTES (WOOD INSTALL) N g m
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3 SEE DETAIL A 4 MIN,EMB, 21 30 31 75 "i 78-}'. W V w N
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DEPTH,INTO MASONRY,CONCRETE,OR
D 21 30 31 37 F_ 22 WOOD,tS MAINTAINED.
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SEE NOTE 2 12 35 43 2841
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#8 X 2 1/2" 38 23 LATCH&DEADSOLT STRIKD_ /
WOOD SCREWS 2 PLATES
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35 1-ANCHOR SPACING FOR BOTH
1 4 INSWING&OUTSWING. Sr'yts' '�':,Pp'� °n" 12/31/09
2-SCR EW%28CONFIGURATION.IN DETAIL C,NOT USED Oi '"TI4�7j1t}`
owa*`�Ml AS SHOWN
-'4< , -'t= _ LUBBECKE
v.,s Ar£qF tr
DETAIL H "F .•W c«i!-a*: S.FRF
CORNER DETAIL AT TRANSOM MULL
(XX)
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MULL POST SILL SIMILAR e�c,0.b •'•w..en y��i6
sneer
4 9176' -j 4" 5 5/8" tt6"-�-{� 3/6'
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7 WOOD JAMB FiNGERJOINTED PONE O O - 1-t 11/16'-{ 1 m O
SCALE:6"=1'-0" COMPRESSION
2 --{E--178'(Min) t 4 ENDURA INSWING THR HOLD WEATHERSTRP TOPCRAIL nE O
6063 T5 AL AND COMPOSITE VINYUFOAM HINGE STILE Z O Q MN
3 SCALE:6'=1'-0" SCALE:6'-TW LAMINATED VENEER LUMBER Z W'Ll W
4 f BUTT HINGE 4x4112 GA STEEL 10 tT (LVL) �Y=qt
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SCALE:6"=1'-0' 8063 T5 A 32 AND COMPOSITE DOOR BOTTOM SWEEP 1314"'{ p�p
SCALE:6".1'.0" VMIVL CORNER PADS O p¢¢ F
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1/16" m ---1 T- 412' a.LUBBE
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7 ASH T N M AZINGCLIP IXE CCORNE�R TRIM /�TRA OM M@
CELLULA +QVC 45 CELLU ARC Q LAP SfitC �J FING RJOiNTED PINE �� } � JW162009
SCALE:6"=1'-0" SCALE:6'=1'-0" SCALE:6"=1'-0" SCALE:6'=1'-0' q ,^ 18 sNEFrio"i6
398 E. Dania Beach Blvd
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
rt
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
for
Florida Product Approval
Current Florida Building Code
Method: 1 —A (Certificate)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
Prepared by: .`���� •'� • ='�'A
7 � -
Florida Professional Engineer#73778
Date: 10/27/2014
Qj
T
� :
Contents: '•••.. •••
Evaluation Report Pages l —4 .,/ ONA�
Digitally signed by Hermes F.Norero,P.E. ��1111
Reason:I am approving this document Hermes Norero, P.E.
Date:2014.11.11 09:50:46-05'00' Florida No. 73778
1 11 1
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
A' Certificate of Authorization:29578 Report No: 3291
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact Rated -Doors Only)
74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E.(FL#73778)for Jeld-Wen Inc.
based on Method la of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation -Florida Building Commission.
Hermes 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 JW162009,signed and sealed by Hermes 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,
excluding 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
Section 1609.1.2 of the current Florida Building Code and dos not require an impact
resistant covering on single and double door systems without a sidelite or transom, in all
Wind Zones.Single and double door systems with a sidelite or transom do not require an
impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters
are required for sidelites and transom.
4. Site conditions that deviate from the details of drawing JW162009 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW162009 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
{{
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
Certificate of Authorization:29578 Report No: 3291
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E 283-04
• ASTM E 330-02
• ASTM E 331-00
• ASTM E 1886-05
• ASTM E 1996-OSb
Referenced Data:
1. Product Testing performed by Quality Testing Inc.
(FBC Organization# TST7638)
Report#:SJW2009-199, Report Date: 1/18/2010
SJW2009-200, Report Date: 1/18/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
Hermes Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10127/2014
Certificate of Authorization:29578 Report No: 3291
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure*
Positive 55 PSF
Negative 55 PSF
*Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement, product shall be used when installed at location protected by
overhang such that overhang(OH) ratio=OH length/OH height is 1.0.
Hermes Norero, P.E.
Florida No.73778
Page 4 of 4
398 E. Dania Beach Blvd
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
rt
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
for
Florida Product Approval
Current Florida Building Code
Method: 1 —A (Certificate)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
S F. O rri
Prepared by: ��� ��,��� -t��Ao
Florida Professional Engineer# 73778
_ .a T �
Date: 10/27/2014 T
Contents:
Evaluation Report Pages 1 —4 �1�1 8/0 k- N�
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document Hermes Norero, P.E.
Date:2014.11.11 09:50:46-05'00' Florida No. 73778
1 11 1
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
Certificate of Authorization:29578 Report No: 3291
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact Rated-Doors Only)
74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E.(FL#73778)for Jeld-Wen Inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes 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 JW162009,signed and sealed by Hermes Norero, F.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,
excluding 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
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering on single and double door systems without a sidelite or transom, in all
Wind Zones.Single and double door systems with a sidelite or transom do not require an
impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters
are required for sidelites and transom.
4. Site conditions that deviate from the details of drawing JW162009 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW162009 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
Date: 10/27/2014
A Perfect Solution in Every Drop Report No: 3291
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E 283-04
• ASTM E 330-02
• ASTM E 331-00
• ASTM E 1886-05
• ASTM E 1996-05b
Referenced Data:
1. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report#:SJW2009-199, Report Date: 1/18/2010
SJW2009-200, Report Date: 1/18/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
Hermes Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
-«,- Certificate of Authorization:29578
Report No: 3291
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure*
Positive 55 PSF
Negative 55 PSF
*Product has not been rated for water infiltration. If authority having jurisdiction requires that
product meets this requirement, product shall be used when installed at location protected by
overhang such that overhang(OH) ratio=OH length/OH height is 1.0.
Hermes Norero, P.E.
Florida No.73778
Page 4 of 4
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-WEN Certification No.: N1010116.01-R2
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2019
w Revision Date: 08/07/2014
+ Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
Side-Lites or w/or w/o Transom(w/Wood Frame unless noted)
Specifications:ASTM E283-04/E330-02/E331-00/AAMA 1304-021ASTM E1886-05/E1996-05b
To verify that the"Notice of Product Certification"is valid,please visit www.NAM ICertifrcation.com to assure that the product is active and currently listed.This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to
claim certification status. Please review and advise NAMI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswin —Opaque Size Pos/Ne s Rated Comments
X IIS Opaque 37"x 6'l 0" +55/-55 psf 0.0 psf Yes SIW2009-200/SJW2009-199/SJW2009.199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details.JW162009(1-16)/A011271
X O/S Opaque 37"x 6'9" +55/-55 psf 0.0 psf YesSIW2009-21)0/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-I685/W-1695
Missile Level D Max Panel Size:3'9'x 67'
Anchor Details:JW1620091.16 /A011271
XX US Opaque 67"x 610" +55/-55 psf 0.0 psf Yes SIW2009-200/SJW2009-199/SJW2009.199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size-3'0"x 6T'
Anchor Details.JW1620091.16 /AO 11271
XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SIW2009.200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addemdum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details.JW1620091.16 /AO11271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
JjE'''LDIVM® 74"MAX.OVERAFRAME WIDTH
PCONTOURS STEEL DOOR,WOOD EDGE 721/4'M�LL PANEL WIDTH ALE •CON ENT
B-0 X 8-0(XXi&54 X&0(O/OXOi 36 318'WIT AHDESCRIPTION _ o
INSWING/OUTSWING ASTRAGAL i ELEV TIO S8G NE NOTES
24 GA.STEEL IMPACT DOOR SYSTEM G ELEVATIONS pt
INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 VERTICAL CROSS SECTIONS —1 O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND VERTICAL CROSS SECTIONS co I_
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE.PRODUCT HAS 6 HORIZONTAL CRGSS SECTIONS UcoIn
BEEN TESTED TO ASTM E330-02,E331.00,E283-04.E1886-05,E1996055&AAMA 1304-02. IINSWIING HORIZONTAL CROSS SECTIONS Z O
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINOZONE(WD)4 RATING.DOOR SYSTEMS = 2 80LffWNG ELEVATIONS d LL N
HAVING SIDELITEFTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. ® 9 OUTSWING VERTICAL CROSS SECTIONS Z pl
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = NG VERTICAL CROSS SECTIONS W Y aD
2.2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 25 1 NG HORIZONTAL CROSS SECTIONS m r
LOADS TO THE STRUCTURE. 1 NG HORIZONTAL CROSS SECTIONS L3 F.<
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w Ep / RING LOCATIONS ly n S
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 14 R NG LOCAT ONS '� M Y CL
4.FOR DESIGN PRESSURE RATING SEE TABLE[,SHEET t, X 6 1 NG LOCATIONS&DETAILS
t
5.SCALE BASED ON 1 ix17 SHEET SIZE. dTt, NOTE 2 \ MPONENTS
6.ALL IX&2X TO BE 0,55 SPECIFIC GRAVITY OR GREATER, NOTE 2 '
7.FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES \ /
AND TRANSOMS. /
8.PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION,IF AUTHORITY HAVING JURISDICTION
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w O m
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO;OHLI X
LENGTH/OH HEIGHT IS 1.0. INACTIVE AGTIVE $ON
396 Z.''aa""'' 0 w
ASTRAGAL t"
DOOR LEAF CONSTRUCTION: NOTE 2 S f+2 ?
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX)(INSWING IMPACT) w y
THE CORE AND SUBSTRATE WITH LMC ADHESIVE.
CORE DESIGN:THE CORE CONSISTS OF 1.1.25 POUND NO w 3
DENSITY EXPANDED POLYSTYRENE(EPS). ii z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF
24-GAUGE(.021"MIN)GALVANIZED STEEL.THE AVERAGE MIN.YIELD STRENGTH OF 24 GA a z Z
SHEET METAL SKIN IS 40,300 psL THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X LO' TA>MX 1E 1 6 0 tr
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL,THE 1AM-X 1.203"BOTTOM RAIL
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(-018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING n
BLOCK IS 1.688"X 3 1/8'X 12'FINGER JOINTED PINE. DEWN PRESSURE RATING: ai S m
SIDEUTE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL,
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING a w
8 0 WSTIi 8 WITHOUT DOUBLE DOOR O
CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. � Z
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD, SWELlTE(S)ANDNOR TRANSOM W/O SIDLITE OR TRANSOM O O
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 U rn
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN 0 w,Z
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM NEGATIVE .65 -55 6 N
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w 0 o>
THREE 16 GA.7/18"X 2'LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTS WING NEGATIVE �5 SS F� tr
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, to SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7116"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTESAND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB,THE MULLION TO DOOR/SIDELITE IS 1•ALL VIEWS FROIM INTERIOR.ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRRlED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY ASDC ONCRETE CONSTRUCTtQ({CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.A PLASTIC OF THE TWO FRAMES.1'X 112'CORRUGATED NAILS ARE USED ON THE ��`t i�R€COVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUT$WING ES F. OUNITS WITH AN INACTIVE PANEL,TAKE A 1/2'HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2' �`�Cr ,.w
A
METAL STRIKE PLATE IS FASTENED USING TWO#8 X2-1/2'SCREWS TO RECEIVE THE SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. Inbd4^<dM F.Nnrc"o,P.E. ti`,Z:'`y\S"/ %0'�� DA1E 12/31/09
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTHTun 1N6 documrm
BOTTOM ASTRAGAL BOLT,INSWING AND OUTSWING UNITS TAKE A 7t2`MOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD �Nq,,7, 77 � i!2' t
.26N.11.tt{6A434-0s'W' c
CENTER T THE HEAD ANE A METAL STRIKE PLATE IS FASTENED USING ENO L X 2 T IN PLACE WITH 16GA X 7/16"X 2"STAPLES. _*<<,,,�I tk.` * owo_sK3.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118' 15 4r. wx,ar: S.TREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE
TRANSOM FRAME CONSTRUC ON:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS JW182004
LAMINATED VENEER LUMBER(LVL).THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/18'AIR GAP.
rsrs r�Xti�zasn srrcE.1 a 16
{i 9
64 11T MAX 64 1/2'MAX O.VA WIDTH
-o OVERALL WIDTH I _ 511'MAX
`°d 58 112'MAX.D.L.O. I I..� 35 3l4'MAX OVERALL WIDTH
I PANEL WIDTH r
I IV
0 cl-�NOTE 2 r _1
\ m
25 x 2
26 i/ = i O \ 7 u Z O<N
\ \ z Y LL
ep
2s ? = o b �: w
iNOTIE
� 3rl
wa NOTE 2 OL° a NOTE 2 NOTE 2 W� \ NOTE 2 M / m Y a NOTE2 7� MULL POSTNOTE2 7'MAX. / D•t_O. wnD.L.O. Ow
0a0T MAX. MULL POST cl ODLONOTE 2 NOTE 2� 12 MAX. 2
PANEL WID7H NO E 2 0%z w
TRI UNIT(OXO) TYR 12'MAX. , 3
PANEL WIDTH 35 3/4'MAX w--N O
A (INSWING IMPACT DOOR WITH PANEL WIDTH r D z
NOTE 2 12'MAX NON-IMPACT SIDELITES) ti v0 w 3
NOTE2 PANEL WIDTH DUAL UNIT(OX) z y z
35 3/4'MAX T.p I�37 1/2'MAX O.V.A. (WSWING IMPACT DOOR WITH 8O$;d
PANEL WIDTH I FRAME WIDTH '1 NONIMPACT SIDEUTE) oIi i
MULL POST L)
TRI UNIT(O/OXO)
(INSWING IMPACT DOOR WITH \ 2!5
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Z�VERTICAL CROSS SECTION SI�LITE!TRANSOM TYP. ^se�t�itYe @ate dW162009
10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION
1w MAX
SHIM 7tM(._,),) 11/2'
*EXTERIOR
75FE SEE DETAN.A 1 MIN.EMB.MIN.EMB.SEE NOTE 4 28 41 SHEET 1S EE NOTE 114•MAX.Si''MIN.SEE DETAILA THK.-` EDQSHEET 15 1'MIN. 1S 1 H NPMIN, PMING Z C?cc'CL LL Cj
30 3131 18 1p F .; Z =W
1-MING Q+-
INACTIVE ACTIVE N 9 w 30 T 8 h
>, N t'MIN 8 8 4 EE NOTE 4
[ 1 HORIZQNiAL CROSS SECTIDN
A HORIZONTAL CROSS SECTION w i+1 Y d
11 VIEW AT ASTRAGAL EXTERK)R 307 28 8 11 VIEW ATOOORLATCWSIDEJAMS
y�•� 8 (WOOD INSTALL)
MAX
114"MAX / B \HORIZONTAL CROSS SECTION-_ 1'� _
11 VIEW AT DOOR HINGE/SIDE JAMB "Tw,
4 4E SHIM THK. (MASONRY AND CONCRETE INSTALL) 11 SEE DETAIL A
MIN.EMB, 1 SEE DETAILA MM EMS 4 SHEET 15 cl I
114' w_d
L SHEET 15 MIN.EMB. O m
I*MIN. 28 41 SEE NOTE 4 3 31 30 2 O p q d
1J4•MAX. z
'° 31 SHIM THK. '' 18 ¢� NO
w 10 18 SEE DETAIL A 00 p W
01•MIN 5
I.MIN. SHEETI5
w V MIN. S .•, .,r. w"..Fm m
w 1 ., NO W K
rn 10 18 3f �_ 12 SEE NOTE 2 m fYi. J 0
8 2 7 zi MM EXTERIOR x? O
SEE NOTE4 8 41 6 4
9 !
EXTERIOR "MIN w 4 SEE 3 4 0 o
�� NOTE 4 z z
/ 1 HORIZONTAL('ROSS SECTION A -- t �' `HORIZONTAL CROSS SECTION 6 0
11 VIEW AT DOOR LATCH/SIDE JAMB 2g 30` 11 VIEW AT FIXED PANEUSIDE JAMB
(WOOD INSTALL) 7 EXTERIOR (WOOD INSTALL}
5 NOTES w g'm
1/4'MAX. 1l4' 1,FOR ANCHOR SPACING,SEE SHEETS 13,14 w
( -\HORIZONTAL CROSS SECTION SHIM THK.—( MMI.EMS. 3/5. O w
MIN,EMS. —114-MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB I Z,SPACING FOR ITEM#12 FROM TOP DOWN:
(MASONRY AND CONCRETE INSTALL) SEE DETAIL A 1 2 = O
}_ 29 SEE DETAIL A SHEET 15 4 S',28-r.504'.73-}'.
4 SHEET 15 114'MAX.SHIM THK N 3.ASTRAGAL SCREW SPACING FOR ITEM#27 o w g z
i_ 1 11T FROM TOP DOWN:+§',3-}',20',24-j•,544',59' 0 0 U O
3 SEE DETAIL 4 3 OOrn-
MIN.EMB. °'
2i SHEET 15 21 30 31 76"}•8 78-J'. woo>
78 31 30 2 22 18 4-tX SUCK MAY BE UTILIZED AS AN OPTION Y ry
D 21
Tr 37 AS LONG AS MIN.ANCHOR EMBEDMENT
z i 22 DEPTH,INTO MASONRY,CONCRETE,OR
z
18t 1, IS MAINTAINED. w
z S L 5.TAPCON(ITEM#9)ANCHOR SPACING SAME 323 0
_ 5 EXTERIOR8 AS WOOD ANCHOR(ITEL,M#5)fl:
EXTERIORo r 0
, S.OPTIONALLY,ANCHOR IN
HH
28 41 38 43 SEE NOTE 2 12 38 43 281
NARROW SECTION
QQ' �t m d Z
12 SEE NOTE 2 SEE NOTE 2 12
g SEE NOTE 4 SEE NOTE 4 �,.Z-;. \�; •+.��% �'E'12/31/09
EXTERIOR 38 43 41 SEE NOTE 4 HORIZONTAL CROSS SECTION
11 VIEW AT FIXED PANEUSIDE JAMB I&LUBBECKE
' (MASONRY AND CONCRETE INSTALL) "� 3TpiE qF q
L l HORIZONTAL CROSS SECTION P to cane.a* S.FREY
11 VIEW AT FIXED PANEUSIDE JAMB H HORIZQNTALS CROSS„SECTION2�`,�' Muwiuc Ho.:
(MASONRY AND CONCRETE INSTALL) tt VIEW AT FIXED PANEUSIDE JAMB FS ewo-w i? JW582009
(WOOD INSTALL) 'y7.�"p��f11#pp,yas)e
of c.A'dHYii6\'uo.xes�e -_1L OF 18
35 114'MAX
35 25 SHIM THK,TVP.
1 1/2'MIN_
10 3 37 70 EMB.TYP. SEE DETAILA 38
31 30 21 21 30 3 B 9 3 3 SHEET IS
30 31 6 19 2 22
M4 46 0°
>Q
SEE NOTE 12 2 5 5 Z O
7 8 364 1 SEE NOTE 2 4 20 EXTERIOR D.lL N
6 EXTERIOR R Z W a0
W -
�:� SEE 41 2 37 29 8 41
/ 1 HORIZONTAL CROSS SECTION B H RIZ NTAL CR SECTION NOTE 4 S E OTE 4 3 a
12 VIE,ATM__
AT HINGED PANEUSIDE LITE AND MULLION n
12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION J r)
C RIZONTAL CROSS SECTION W r�y d
12 VIEW AT FD®TRANSOM
1/4"MAX (WOOD INSTALL)
1 1/4"MIN. L SHIM THK.TYP. 1/4MAX.
EMB. P. I SHIM THK.
a n SEE DETAIL 38 11/2' SEE DETAIL NOTES w
!Y SHEET 15 411gSHEET 15 1.Fa0 6ANCHOR SPACING,SEE SHEETS 13,14 O0 o N
i g 2.SPACING FOR ITEM#12 FROM TOP DOWN: 0_6 zm
42 8,28 ,S0;,7- , N N3.ASTRAGAL SCREW SPACING FOR ITEM#27 O x c7 ¢I
FROM TOP DOWN:}',3"}",20",24-}',54-}',59' Olz Ow
�' TS�'.i 4.lXBUCX MAV BE UTILIZED AS AN OPTIONAS LONG AS MIN.ANCHOR EMBEDMENTN DEPTH,INTO MASONRY,CONCRETE,OR Z
36 43 WOOD,IS MAINTAINED. ;d
9 45 3 29 Sp 2 EXTERIOR S.TAPCON(ITEM i9)ANCHOR SPACING SAME c Z'g i o O
• SEE NOTE 4 8 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. -
SEE
�41 EXTERIOR 8 41 SEE u O e
S.OPTIONALLY,ANCHOR CAN BE PLACED IN
9 NOTE 4 NOTE 4 9 NARROW SECTION OF HEAD OR JAMB.
D HORIZONTAL R SECTION E HORIZONTAL R E N g y
12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCWSIDE JAMB m m
(MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) A1.VAIN
I 1711. 1'MIN I- z 0
5 I IzzQz
1 1/4" 1/4"MAX. SEE DETAIL A MIN.EMS. .1 1/4'MIN.EMB. O W C z
MIN.EMB. ----{ SHIM THK. SHEET 15 L. —T O O U O
I� 3 6 w
3 T 9 oow
f
10 19 2 20 MIN 1/2"GLASS BITE , 9 1 2 3 4
1/8'TEMPERED SEE DETAILA
81£ET 15 10 ^r
rw
OPTIONA.MASONRY AND CONCRETE INSTALLATIONz 213/4' 3/4'AIRSPACE FOR HEADERS AND JAMBSPJW162009
9 a //j��j SEE NOTE 588.THIS PAGE48 2 0 1/8'TEMPERED4 � :2INTERIOREXTERIOR -*C (- "t_-SEE NOTE 4?8 4 GLAZING DETAIL A j p STATE� fSCALE:6'=1'-0'F HORIZONTAL CROSS SECTION12 VIEW AT DOOR LATCWSIDE JAMB �� �
(MASONRY AND CONCRETE INSTALL) v c.n'b EE moo. ifi
69 V2"
1-�39 3/4"
71/2'
SEE DETAIL E
SHT.15
(BOTH JAMBS)
81 3/4'MAX FRAME HEIGHT(INSWING)
80 1l2'MAX FRAME HEIGHT(OUTSWING) �N
5'
5"TVP. v
1 1 I I m
RZ — m
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m i x0 m
y
x
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nl Oz p!
z _
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m� 2m
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5 112' 39 318"
C y
r m
m
SEE DETAIL G p
ISHT 15
95114-(INSWING)� N
941/2'(OUTSWING)
13 112"
—I 5"TVP. 3-TYP.—1 3'TYP.� 9 9 zi'y
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m
.tiFerl•rt.•�� z
PRODUCT:
' CONTOURS STEEL DOOR.WOOD EDGE JELD-WEN,INC.
6
-0x6
4
(XX)a 5-44-8(O/OXO)
INSWINGIOUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
g z m II $ B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601
A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451
�c NO DATE DESCRIPTION BY INSWINGIOUTSWING
^' REVISIONS
14•MAX.O.C.TVP.-{--{
SEE DETAIL G
SHT 15—\�_ 39 3/8'
c
C
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SEE DETAIL G /
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y 07
SEE DETAIL E
( \ \
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SHT.15-\ m 941/2"MAX FRAME H7.(OUTSWING)
N O
51/2'—1 r--391/2* 13 1/2'
'a m 71/2' m
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O SEE DETAIL G
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7
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PRODUCT:
'? CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
7 m N6-0xs-e(XX)a 5-4x.(G/OXO)
gy w WSWING/OUTSWING24GA.STEEL 3737 LAKEPORT BLVD.
25 B 10.27.14 STH ED CODE CHANGE SM PARroRAssEMa�y: KLAMATH FALLS,OR,97601
p m m q 12.01.11 2010 CODE CHANGE JLA
I" x NO DATE DESCRIPTION BV OUTSWING SECTIONS PH.541-882-3451
^' REVISIONS CROSS SECTIONS
SEE DETAIL I
;"C-SINK. I-- NOTE
»> / 1-USE#10 WOOD INSTALLATION SCREW W/7.50'MIN.EMBEDMENT
I WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. pni
TVP.P SEE DETAIL B 2
— `F"Typ* DETAIL
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3"TVP. ED. cc
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L / 1 SCALE:6"=l'-G" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT 0 Q
u r 11 I I I I I I I / W IS MAINTAINED. (L
Lu LL m
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0
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DETAIL G W
#8 X 2 112" 38 23 LATCH&DEADBOLT STRKE 4T
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2 NOTE(S): \`�E O m Q z
1-ANCHOR SPACING FOR BOTH -TE:12/31/09
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2-SCREW#28 IN DETAIL C,NOT USED IN :i TJryy7,17E sem'AS SHOWN
(XX)CONFIGURATION. _#C ''t� �LUBBECKE
STATE OF S.FREY
DETAIL H ID
CORNER DETAIL AT TRANSOM MULL
���"w aesm JW162009
DETAIL 1
MULL POST SILL SIMILAR eae��f s�*�a 18
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5 5/B
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t WOOD JAMB FINGERJOINTED PINE O m F-1 11116'-1 I 'o
SCALE:6"=1'-0" �- COMPRESSION i ( LATCH STILE p^In
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L1 SCALE:6'=t'-0' 17
25 QA.STEEL SCALE:6'=i'-0" }--
4--
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4 618'
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SCALE:6'=1'-O' L„!6063 T5 AL AND COMPOSITE 39 �
SCALE:6'=1'-W 6063 T5 Al AND COMPOSITE 32 m O O m
SCALE:6"=1'-0" VINYL CORNER PADS 00 a,q ti
A B SCALE6"
: -1'-0' 33 PLASTIC 3" z
SCALE:6"=1'-0" wOu
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TEELEXTRUDN m
SECTION A-A SECTION B-B E SCALE:
13 60MMI UM ED 21
SCALE:6':1'-0" SCALE:B'•`t•-0" z I Z
1132'---1 -3112•'-'1 11 F
-- 3725. o w a i
o
{ c om
�- - 1'fi'- 11
C� 2 112' -12 ur r-+f- W w m
40 ASTRAGAL BAIT MULL POST I e o =o o
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SCALE:6'=i'-0" SCALE:6"=1'4N O
�w
1318% LATCH PLATE STEE rya
`P ��---•F-13116' 1& - SIr UNITS ONLY o ry o
WALE:6•-1-0�c
-7 --� "�i:. 411711,"%
-'P�s n 12/31/09 z
�-„�� "i'-1 F'-1PY r, 4 1/2" .IL 'N4y'-3.1711, i —:A$SHOWN
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'a"STAT.E OF S=
�Z cres.e+: S.PREY
46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 38 FIXED CORNER TRIM 38 TRANSOM JAMB ^�o�F` p p,.n °"^'"MONO-
CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOIN7E0 PINE G ` JW162009
SCALE:6"=1'-0" SCALE:6'=1'-0' SCALE:6'=1'-0' SCALE:6'=1'-0' A l ��
swecr
1
MIAMFDADE MiAMI-DADE COUNTY
om PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RF,R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINIS'TRATLON DIVISION T(.786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.minmidade.gov/economy
PGT Industries
1070 Technology Drive
North Venice,FL 34275
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 RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
`['his NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section (I)i 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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may ilw),cdiate-ly revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER 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.-
DESCRLPTION: Series "SH--700" Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1
through l I of 11, dated 09/01/05, with revision F, dated 05/12/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller. P,F'., bearing the Miami-Dade County Product Control Revision stamp with
the Nonce of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been
F10 change in the applicable building code negatively 01'ecting the performance of this product.
'I'f:KMINATiON 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 compiy 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 and renews NOA# 11-1013A4 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 15-0519.08
MIAMI•DADE COUNTY F tpiration Date: March 26,2021
i U '� �j�
`7 Approval Date: July 09 2015
Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-10.18.0.1 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum, Single Hung Window,Impact", sheets I through
I I of 11, dated 09/01/05, with revision F dated 05/12/15,prepared by manufacturer,
:signed and sealed by Anthony 1,yiin Nfillcr,
H. IFESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance"fest, per FBC,TAS 202-94
..4) Large Missile Impact'fest per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3,2.1,TAS 202-94
along with marked-tip drawings and installation diagram of an aluminum single hung
window,with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and seated by Edmundo Largaespada,
P.E. (Submitted under previa us NOA No.07-0322.06)
2. Test reports on: 1) Air Infiltration`fest, per FBC, TAS 202-94
..2) Large Missile Impact `fest per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-tip drawings and installation diagram of an aluminum single hung
Window, with 11111 1'ranic, preparcd by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by E'dinundo Largaespada, P.E. (Submitted under NOA No.0 7-0322.06)
3. Test reports on: 1) Large Missile linpactTest per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P,F. (Submitted tinder NOA No. 07-032206)
4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration'resting Laboratory, Inc., 'rest
Reports No. V14,4649 and Fr 11,4723, dated 10/05/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P,Fl. (Submitted under NOA No. 05-1018.01)
MaZlel re ,P.E.
Product ContrEx tiner
NOA No.. .V.-0519.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. 'PESTS (CONT1Nl1ED)
5. 'fest reports on; 1) Air Infiltration Test, per FISC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance "lest, per FBC, TAS 202-94
..4) Small Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1,'lAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by
Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01)
6. Test reports on:.l) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by
Edniundo Largaespada, P.E. (Submitted under NOA No.05-1018.0 1)
C. CALCULATIONS
t. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glaring complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No, 14-0423.17 issued to Eastman Chemical Company (MA)
for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray ButaciteC10 PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16.
Manue ere P.E.
Product Cout of Exa iner
NOA No. 5- 19.08
fill ctgue��Wl�
Expiration Date: March 26,2021
Approval Date: July 092015
E-2
i
PCT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STA'T'EMENTS
1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by A. Lyrur Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated. 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4649,FTL-4723. FTL-4947,
FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
C. OTHERS
1. Notice of Acceptance No. 11-101.3.14, issued to PGT Industries for their Series
"SH-700" Aluminum Single bung Window - L.M.I., approved on 11/03/11 and
expiring on 03/26/16.
vr�
Manuel z P.E.
Product Contr I Exa iner
N( No, 19.08
Expiration Date: March 26,2021
Approval Date: July 09 2015
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NOTE.
LAMI IG OUTBOARD LITES MAY BE
UPGRADED 10 3/16"WITH NO CHANGE
j 1 JRL-c---a- IN DESIGN PRESSURE.
112'NOM 112 Nom
GLASS BITE 404 CLASS Bflr
�tXTFRIOR INTERIORF">
-v
(ALL SECTIONS)
(37')`�-
`-71 lJ
PvB.l
KURARAY BUTWCITE7
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or
8 3,�4:o,
(80,�l or 82 SAFLEX or
BY
EASTMAN CHEMICAL COMPANY'
rT�
1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PV13 INTERLAYER
118"ANNEALED ORHEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GI-ASS
5116"NOM 7/16"LAMINATED
5116"LAMINATED GLASS 7116"LAMINATED GLASS
—5LC=—J
-T
1/2"NOM. 1/2"NOM
G/Ass 811 E 46 GLASS WTE
PROD(ICIF Rbc'iSED
-tpl4,ug-1h dw Fkmd.
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AN,l lot
70
H 701X"ANNEALED OR HEAT IS TRENGI HEWED GLASS 3,'1S"AIlN5ALEV OR HEAT STRENGTHENED GLASS
.090 PV8 INTERLAYER —.090 PVIB INTERLAYER
IM"ANNEALED OR HEAT STRENGTHENED GLASS —3116"ANNEALED OR HEAT STRENGTHENED GLASS
5118'LAMINATED —711T LAMINATED "1 411
AIR SPACE —AIR SPACE
1/0"ANNEALED OR TEMPERED GLASS 1/8-TEMPERED GLASS
TWIG'NOK 13116"NOK
pu*-n1'�
ItL-
--P�
13/16"LAMI IG GLASS W15116"LAMI 13116"LAMI IG GLASS Wl 7/16"LAMI
f 1'r_'7
REVISED INTERLAYER MANUFACTURER
1010 TECH OLOGY 01TWE GLAZING DETAILS
-7111c
NO CHANGES THIS SWEET N VENT E FL 34275
J-
Jp 0"1/11 C CHANGED CAP"S TYPE TO TEMPERED FROM HS PO ALUM.SINGLE HUNG WINDOW,IMPACT
NOKOMIS.FL 34274 VOib-ly -E A.LYNN MILLER,P E
__EK, 9111405 J.J. SH700 Full 2 - 11 FL P.El 58705
�l1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1,
BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS i
WINDOW HEIGHT
WIDTH GLASS TYPE 63" 66" 68" 70" 72' 74" 76' I MEETING RAIL
48" A.B,M +80.01 $0.0 +800 80,0 -80.0 $0.0 +80.p -30 +800 -80.0 +80.0 .800 +80.0 -80.0 HT
60" A B,M +8q� -80A +80.0 -80.0 +80.0 -80.0 +80-0 -800 +80- $0 0 +80.0 .80.0 +19.0 -79.0 •X•' I'SASH
-- T .. - - -- +78 8 78.8 +77.3 -77.3 +75.9 -75.9 _ 1
62" A,B.M +80 0 -80.0 +80.0 -8D 0 +80 0 -80.0 +80.0 -80 0 _ _ _ i '
53 118" A B,M +60.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 -762 X76 9 r -76.9 +75.4 -75.4 +74.0 -74.0
iUP TO 63 U8" C,L L G.H,'J,K,L +g0.0- $0.a +80.0 -Sa.O +80.0 -80.0 -800 80.0 -8001 -80.0 +80.0 80.0 +80.0
STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. 1
i BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS
- - --- _- j
w1NDDw HEIGHT .0,
o ao o +70 0 as a +7a.q ao.a "T
+g0.0 $0.0 +80 0 80.0 +80.0 80.0 +80.0 $0 D I -
W48" -------
GLASS TYPE 30 3/8" 44' 66T/8'_' - 63" - i7 72" +70.D 4-70.0 +70.0 8 70.0 MEETING RAI!.'
T _
50` A B,M +8d 0 50.0 +80._0 $0.0 +80.0 80.0 +79.9 79 9 0^ 70.0 I ` "X" SA�jSN
52' A B-M +80.0 -80.0 +000 -80.0 +80.0 $0.0 +76,91 -/69 -70 0 -70.0 +68.68.8 +6T6 �J !
53 118" A,B.M +80.0 -80,0 +80.0 -80.0 +00.0 -80,01--- 1+75.0 -75.0 '680 -68.0 +66.7- -66.7 +65.5
.0• -7G.0
UP TO 63 118" C. = S G,Hj J,K,L +80.0- $O.q +80.q -80.0 +80.0 -80A +80 0 i -8a C +?0.0; -70.0 +70 +70.0 -70.a
!� I CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3,
!BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W HT
! _WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) ••O.. MINUS
WIDTH GLASS TYPE 17 118" 2211/16" 283116" 33 314" 39 6/16" 4413!16" 50 318" b616116" SASH
' HT
D.E° ,.'� +8 . .
MEE NG=01L
63 . . . . . +ICG -7Gq +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HIT i
GLASS TYPES: TEST REPORTS TABLE 4, 1
S - - . _ _ _ _.- - X;, - SASH
------- -- yy ----- - - - -
A 5116"LAMI (il8"A.090,1/8"A) F1L-4647.4648,4723,4957 �._✓�r i - � i
B.5116`LAMi (}!8"A 090}18"HS} . T_4647,4648
C.5/16"LAMI (118"HS 090 1/8"HS) F?'_-0647 4648
D 7/16"LAMI-(3116 A.090 3116'A) FTI--4645,4885
E__.7/16"LAW-(3/16 A,090,3/16"H. S FTt�64n IltnnUCT Kt vlS1'U
.
F.7/16"LAMI-{3116 HS 390,3(16"HS) _ III-4645_ _ _ _ - MOIL Fi
g 1
---- 15-p a
G.13118"LAMI IG 118"T,AIRSPACE,5/16"LAMI-(1/&A,.090,1/8-A) 4723 n m��*A,.090,1/8"A)
H.13/16"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(118"A..090,1ArHS) FTL-4646
- 6Y
1. 13(14 LAMI IG-11W T,AIR SPACE,5/16"LAM!- 116"HS,,090j 6'HS FTL-4646 p ptoAwy
C�
113116'LAMI 1G-1/6"T,AIR SPACE,7/16"LAMI-(3/i VA_0904 3116'A FT_41149.4850 _
K.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3/14A,.090,3116-HS) FTL-4649.4650,4956 i
II ttttttrli
L.13!18"LAM{iMI G-118"T,A02 SPACE,7118"LA - 16"HS,.090,3116-HIS) FTL�849,4654
M.13/16"LAMI IG-1/8"A-AIRSPACE,5116"LAM]-(118"A.090.118"A) FTL-5063 UL4 rl
NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. --
3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. •-,"' } IL
®
4.GLASS TYPES C.G,H,AND I MAY BE USED IN SASH ONLY H"
tiddey -_ _._._-_-----'-_. _._-..._� _ o.nt
L.M. 5112r16 E ADD SASH GLASS OPTIONS FOR CUSFOMVIEWWINDOWS DESIGN PRESSURES
RMbr' ym TECHNOLOGY DRIVE
J.J. 10/07/11 D NO CHANGES THIS SHEET _ N VENICT,FL 34275Ir) Q`,
.�. '-
'--ALUM.SINGLE HUNG WINDOW, IMPACT
J.R. "VI/11 C CHANGED CAP GLASS TYPE TO I EMPERED FROM HS P.O 80x'1529 > s� sire - -` a. A.LYNIJ I�11 LER,P.E
h .
Ran ! i�pe,Mro L .- NGKOMIS (7.°1.342]4 Visibly f[
F C svlros 1 J.J. 212310 sH7oo NTS 3 > 11 4040 20 F FL PE s@las
----- --- 532 1 118 MAX.FLANGED WIDTH
----- ----. ... 8"MAX.IF WIDTH
5 /
495/8'MAX FIC
XED —
DLO(ALL)
I11 175"MAX.
75�AX
SEE DLO � LF
TABLE HEIGHT SEE DLO HEIGHT SEE DLO
TABO
LE TABLE O
i� �): 1
76"MAX. I 76'MAX. II 176"MAX.
-^Ih IIS (FLANGED I (FLANGED I FANGED
- -- HEIGHT --- _ _ _ �! I HEIGHT _ - - — -� i HEIGH'
38 777/16" I
SEE
D MAX. I
TABLEX �'� SASH SEE DLO II�' SEE SEE DLO SEE
(MAX.)
HEIGHT TABLE X �.i NOTE4 TABLE X -� �I� 140TE4
481/4"MAX.
I-�VENT DLO(AL L)
DETAIL B DETAIL C
DETAIL AI VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) —
VERTICAL DAYLIGHT
I
OPENING
75"I MAX_ �% 73"MAX FIXED LITE
SEEDLOHEIGHT I �' e —I HEIGHT DETAIL SIOLIL SILL
O
TABLE �FLANGEO SEE,
TABLED
78"MAX. I� 76"MAX B 41 518" 44 1/4"
O
-�
FLANGED C 41114" 407/8"
HEIGHT I II i! ( HEIGHT D 52518" 52 11116
E 521/4" 52 5116"
PROD-K-TRrVISFD
SASH the Ftoride
20' LOW HIGH IT I �ur�,e�-
SEE DLO TABLE X �� SASH SEE DLO TABLE X %� SASH Acaep1,'.N"I I
DETAIL SILL SILL lox At-Date ��
_ _ HEIGHT _ - HEIGHT A 34 11/2" 34 3/16" T
e
— 0 27 7/16" 27 116" Ivy®i Product
DETAiI D DET AIL t C 277N6" 271/6"
D 16 3/8" 15 3/4"
VIEW(CUSTOM SASH) RADIUS TOP jCUSTOM SASH) E 16318" 153/4"
- — -- -- — _ TABLE 5.
NOTES: N;G �F
1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. No 5£1705
3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _
4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT.
L.M. V12215 E NO CHANGES THIS SHEET �^
bt ---- RMfv+.' -- — - 1070 TECHNOLOGY DRNF ELEVATIONS - ��`�`/C�11�n,-`\
J.J. 10107/11 D NO CHANGES THIS SHEETN.vEMCE.FL 34275
�~— ALUM.SINGLE HUNG WINDOW,IMPACT
J.R. 04/01/11 C NO CHANGES THIS SHEET �.0.Box 1529 yam. — a "„- -- "„ A.LYNN MILLER,P.E.
�o,,.,,y p,,,: -- o„v:m — --_-- NOKOMIS FL 34274 Visibly Bectu SFI NTS 4 d 11 4040-20 E FL P.E.#58705
F.X. 9/1105 dJ. 223177
_-
-- ---- I NOTE:MIN.(1)SWEEP LATCH AT VPNL CENTERLINE OR 26 27 ,
OPTIONAL BOTTOM LOCKS,(1)6"
FROM EACH SIDE OF SASH. — NOTE.BAi..ANCE PARTS USED
- _ -f MAX VENT DAYLIGHT OPENING— BASED ON SASH WEIGHT
--y'I
1 INSIDE INSIDE -
- i ---- - ---- - -- j 910,11,15,16
1 ,y
2.710"
MI
V - - --
I 1 FIXED
Y IGHT
OPEN NG -_ 7,8 0R 17'LI E
j yI 1Jf
OUTSIDE
` MAX.FIXED LITE DAYt IGHT OPENING-- —----�I — r
MAX_WIDTH----
SECTION
IDTH—SECTION A-A
J /oursm INTEGRAL FINJI.F.jFRAME SECTIONS J INSIDE-
1 I
47 50
MAX.
HEIGHT 2,946
- I HIGH I NrLkr
OUTSIDE I SILL 2.330 I�
- - LOW '�
SILL —�{ ; _ I
MAX. > �
VENT I 499 ($
DAYLIGHT _ HIGH SILL LOW SILL HEAD JAMB OUTSIDE I__—
OPENING -
i
1 E FRAME q PRODUCT Rhyllslsl�
28) — _ — �53' 11 I'l Cng e•ith the fl mdn
r
�. ( DE �) u ,ng �a�
OUTSIDE
7 / — 12«mtI.
i D51 6211 I
} L' iun[h1c
..� 53 I 6
Daae wodua
Z.sas
2.330" 63(i -!cn r
(LOW SILL)
SEE NOTE ABOVE I (54) 64 t(I I I I r r
67
3 30 12 ULTRALIFT 69 ULTRALIFT \� _
Nn 53in5
ONLY
12 ONLY SECTION C-C '
SECTION B-B RADIUS TOP -
aMa� a`w. (LOW SILL SHOWN) ALTERNATE HIGH SILL —'— (HEAD DETAIL_FLANGED VERSION) �) 'IA�IA, Of r%
L.M. S711J15 E NO CHANGES THIS SHEET SECTIONS
c ww: RrMyu•� --` _- 1070 TECHNOLOGY ORNf:
J.J. IW7/71 O I NO CHANGES THIS SHEET N.VENICE.FLs4275 ^" "•��/�I� 1.Q.`
ALUM.SINGLE HUNG WINDOW,IMPACT A.J.R. OWNf/11 C NOCHANGES THIS SHEET NokoMioFi5xz7a °iY"ci0+ `�" "„ °iYj,,, A.L04w1 itt�R,P.E.
- i/tslbly Betrrr sH700 Hal/ 5 • 11 4040-20 E FL P.E.#5aJ05
F.K. 971/05 J.J. 2/21-7 —
ITEM DWG# - —. .. DES'_RIPTION _ I PGT#— ITEM _DWG# _ _ DESCRIPTION- -._ -._ .. PGT# --- -.
1 4002A FLANGE FRAML HEAD -W `— } 61,2225 —60 1635 SCREEN SPLINE-135 DIA HARD_� .. 61635K
lX.500) _ 1
2 ; 1155 #BX1000QUADPN.SMS 781PQA 61 SCREEN CLOTH 61816
3 l 4003C- FLANGE FRAME SILL(LOW SILL] 612226 63 505 GLAZING CHANNE {.688 6533402
! 5 t ^626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1 000 PH.BUGLE TEK 706X1
(fi 6_ 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE 1116 X 1/2 711,13 LAM! 62BVI 51D i
�F� 4025 SASH STOP _ _ _ 612244 _68 4051A SASH 801 TOM RAIL(HIGH SILL) 64051_ -{
8 4025 SASH STOP(EGRESS)1A25 LONG � — 612244 _69 40501 FLANGE FRAME SILL(HIGH SILL) � 64050 f I
_. -— —_— _.
_
9 4029 SPIRAL BA_ANCf,3!8'.518._ i OR 1 I 70 SILICONE DOW 899 99508 EQJIV.
__1/16" .. . .
j - - --- --- 1 _(1/8/1,090 PVB 118 A)
C 1080 BALANCE COVER,318"OR 5/8" 6911 CVR 916 80 A GLASS.Sl16 LAMI,- —�_
11 #8 X.750 PH,PN.SMS 7834AA 81 B.GLASS,5/16 LAM((118"A,090 PVB 1/8 HS)
12 BALANCE BOTTOM BRACKET 7BA'BKT GLASS,5.16'LAMI.(1t8 HS..094 P\B 118 HS)
13 1085110.86 SASH TOP GUIDE 42504 83 D.GLASS,7/16 LAMI,(118"A.090 PVB 1/8 A)
15 ' #8 X 1 PHILLIPS FLAT HEADS STL 78X1 FPAX 84 &G 7116"LAM1(118 A 090 PVB 118 ti S}
16 + 1080-1 BALANCE COVER,11/16"__ "-� —t 69ALCVR67D-- 85 F.GLASS,7/16"LAMI,(1/8 HS.090 PVB i!8'HS) - -—-- i
_ -
7 4053 SASH STOP COVER 64053 86 G.GLASS,13116—,--'LAMI IG 118 T AIR SPACE 5/16 LAMI (118-A-090 PV8.118"A)
-
18 1 4029-1 SASH BRACKET _".�_.--71)LBRKT 87 H-GLASS,13/16"LAMI IG 1187AIR SPACE,5116'LAtvil.(1t$A,090 PVB,1J8"HS) ,- -�
t9 -r #8-32 X 112'LG.PH.FH.TYPE F S STL —_ _ /832X12FPFX� 88 I.GLASS.13116'LAMI IG 1/8 T AIR SPACE_5/16'LAMI(1/8 HS,090 PVB,1/8"HS)
21 4054' FIXED MEETING RAIL 64054' ��2
J.GLASS,13116"1 AMI IG 118'7 AIR SPACE 7116";AMI,(3116 1 090 PVB 3/16'A) }
j22 4006C -SASH TOP RAIL 64006 K.GLASS,13/16"LAMI IG;118'7,AIR SPACE.7/16"LAMI.(3116"A,-090 PVB,3/16"HS) I
25 1235 WSTP,.170 X.270 BACK,FIN SEAL. 67S16G L GLASS,13/16 LAMI IG,118'7 AIR SPACE 7/16'LAMI.(3/16'HS,.090 PVB,3116"HS) I li
26 1096 SWEEP LATCH 71096 M.GLASS,13/15"LAM IG,V8"A AR SPACE,5/16'LAMI,{118 A,_090 PV8.118"A)
27 ,016 #8 X.625 PH.FL SMS 7858 - 2,878 -1 _ Fi
lr 26 4007 SASH BOTTOM RAIL _ 612230
�- _ _- .._—._ 2.784 -
30 1226 WSTP.,BULB ViNYI 61 P249
31_ 4008 SASH SIDE RAL 612231 I .062--�'--
34 1268 SASH FACE GUIDE 42501
35 1622 1111!SETTING BLOCK 3132"X 25!84"X 1" 71622K 1 .CJI t #� 3. 55 1
iI 36 1052 LAMI IG SETTING BLOCK 1"X3/4"X 1116" 71052K �--�-
't 37 1224 VANYLGLAZ.BEAD BULB(THICK) 6.P24 7W,K .062
38 1225 VINYI.GLAZ BFAD BULB(THIN) 6TP248K jI
fi 41 "--4039B GLAZING BE 5/16 LAM.GLASS. — --. ' 640398 1 � AME,.71A.6063-76
— . — _ — � FRAME, 1.F HEAD
42 40448 GLAZING BFAD,5116 LAM!W/GRILL KIT 64x703 t '/
A44222A GLAZING BEAD,7/16'LAM! 64222 LAZING BE ( 81 #4072A,
I.F. LOW SILL I ;
45 1' 9856 GAD,7116"LAND W/GRILL KIT _ 698b #4072A,6063-T6 I
46 1 4067 GLAZING BEAD,13/16"LAMI LG. 64067_ I -2,908- REVISIJI
47 40711 FRAME,I.F.HEAD 64071 I �" nA1u,E,-ah web'brida
48 4072A FRAME.I17 LOWSILL 64072 I le �,r„ Q5i9.Q$
49 4073A FRAME,I.F.HIGH SILL 64073 A Y tea^ 1
50 40748 FRAAE,LF.JAMB 64074
8y
52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM M Pro"
53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 41 71 2.r'It
54 2740 SILL LATCH(EGRESS)(HIGH SILL) 82740
55 1014 SCREEN PRAAE(HOR.N7,VER.) 61014 .062 NOM t l 1 A I I I I)r/1
THICKNESS
56 1630 SCREEN CORNER KEY WRINGS 71636 --
57 1631 SCREEN CORNER KEYWfOUTRINGS 71631
18 _ 1073 SCREEN SPRING 7CASPt.'
59 1624 SCREEN SPLINE-,135 DIA FOAM -� 61624K `-----� �O FRAME,I.F.JAMB No FRAME I.F.HIGH SILL #40748,6063-T6
49 - —
T #4073A,6063-T6 (USED AS RADIUS TOP HEAD] .,J �IS
01
RMI6Y
L.M. .5112116 E NO CHANGESTHISSHEET PARTS LIST
J.J. 1"7111 R D NO CHANGES THIS SHEET-_—'�-� -�_ '91N VENICE,FL
3427 lve `)/OHM �`\
ar. a„- Rw1Yua -----"-- 1 ---�V-- ALUM.SINGLE HUNG WINDOW,IMPACT ""i" L
J.R. 04101111 C CHANGEO CAP GLASS TYPE TO TEAIPEREOFROMHS 1 oo.BOx 1528 m.,l o,rys„ -- '-PF-7 A.LYNN SILL-;=R.P.E.
----- -� NOKOMIS,FL J4274 1./Lsf Be(- SM
01Nn�'5. `""a"' P1" sHTao NTSF6 11 4040-20 E FL P.E.#58705
F-!C 911105 J.J�27n", _
-- ---FRAMAM-E--- -- --------SEALANT A--LONG---
EN--
I LF TIRE JOINT
f 1 Of 47 q LF.FRAME
1—— 2.784— __--{ Ir I T 0
.062-
1 31313
1L_� 2.830
I
—�r
t - 062
C�, FLANGE FRAME HEAD_
i -- #40024,6063-T6 I - -
I�--2 784 -
749-- FLANGE FRAME SILL (Law) /� -- WELD
J
#4003C,6063-T6 l 6 Cf 5Q ( SCREW
\ BOSS(2)
SEALANT D GASKET
I Al HEAD AND SILL
J 12.710 I 1513 738
062 .490 -040
.062 --k— j If
VIEW D-D VIEW E-E
(1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) 1
S
SASH STOP _ V_ FRAME CONSTRUCTION
j // ASH STOP COVER �— _ _ R_ _ _ _E CORN_
i ( FLANGE_FRAME JAMB C7� #4025,6063-TS 17� #aoss—soss_Ts 050 ?
#4004-6063 T5 �
ADI TOP HEAD) +{ 1.165 I� �� 678 1 I
(USED AS RADIUS
-7}- -- ��I
�- 1279 2.326--'1 1 9 1.096--{----�i
�! — T .062 � GLAZING BEAD, 5l16
41 1979 #40396,6063-T5
CUL I
c62 " 11ss — 707osz--�— 31 SASH SIDE RAIL
�r �` .062-y jU� 1 O #4008,6063-T5 -
FIXED MEETING SA
RAIL SASH TOP RAIL SH BOTTOM RAIL(LOW) + �
21 2!40544,6063RD-T6A �� #4006C,6063HS-T6 2$ #4007 6063-T5 050_6- L .678
050
--- ��� � 1.096-��---{� �.�a�lnur-l-Kt:vlsco
O GLAZING BEAD,5/16' mpkyi,gg°an Ore Florida
.678 42 — — — ---- �,���,m,
u40448,6063-15 n<rp:xn«N.,15-D5J9.08
2.326—+-1 1.098--}— -i T (USED W/GRILL KIT) �`• .M Dxe 4Q021
.062 I By
GLAZING BEAD 7/16" { P10diC1
{48 M 2.Jv6 4'10 #42^2.Pi• Tr,
3.4
2.638 •663 ---- .050
17
i ---- .062 liilull
.050-- ,sus 46 GLAZING BEAD, 13/16"IG \•�r�»�,tYN%/y/��(�,.
1'F---2.784--� 1.115 #4067,6063-T5 1
O FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" N0
69 — -- --
#40504,6063-76 #4051 A,6063-T5 #985C,6063-T5 u —
(USED W/GRILL KIT)
L.M. 512115 E NO CHANGES THIS SHEET
,OTOTECHNOLocY DH,ve EXTRUSIONS&FRAME CORNER DETAIL „
J.J.. 10177/11 o" NOCHANcFSTHISSHEET__. N.VFNINE.FL3427s
J.R. 01/11 C NO vo.BOX 529 ALUM.SINGLE HUNG WINDOW, IMPACT
4/0
sic rw. A.L
`/NN'MILL)=R,20 `/NN'MILL)=R,P.E.
No"oMis.FL 3<z1a Vasibly Rerter
F.X. 9/1N5 J.J. 2/23/07 SH;'.
Helf E FL P.E.#58705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS v — TABLE 5. ANCHORAGE NOTES,
WINDOW HEIGHT 1. ANCHORTYPES 1 1r4-ELCOTAPCONS
'+4"ELCO S54 CRETE-FLEX
SUBSTRATE 28 603 34.603 40.603 46.603 51603 1 58.603 64.603 76.000__ 3 412 SCREWS
ANCHOR TYPE -- , U U U U U U U VI U T V U U V U U
O ❑ ❑ p� O 6 ❑ O 2 ANCHOR LOCATIONS ARE BASED ON THE
WINDOW GLASS �'OI��Z Z"'Ocv`' Zr�aNZ ZtnONZ Zc�O�Z' Z,4OI�Z Zr:ONZ Zc�OryZ 2
`�O O�`-OcyO O'•-ac�0 a`"oN O� O�i O'-U�fOi O'�O<v0 a"OcvO a`-O FOLLOWIINGGINENSiONS.
I WIDTH TYPE 'S
00 U U V I U U U U U U U U U U U HEAD-18 1Q'MAX.FROM TOP CORNERS
JAMBS-17 1/2"MAX.FROM TOP CORNERS
C,D,F,F.G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I '± 1 1 1 1 1 1 1 1 i 15"MAX FROM BOTTOM CORNERS
H,il,,;Kl 1�2 (111111 1,2 111 1`2 2-2 lit 212 2122'2 212 2`2 Z 2122 2212'2 2'2 22 2 2 2 2 2 3 2�2 3 3 61'MAX HELOW MTG RAIL
19.125 — 1
i � 1 1 1 1 1 1 ry SILL-ANCHORS NOT REQUIRED
ii AB.M !
1 2:1'111-1 1'2 1;1 11212"2 1;2!212 212)2i2 22 2`22'222 2,2:212 2121212 1 2:2 212 23 212 313 3.INSTALL PER THE ADJACENT TABLE ANCHOR
C,D,E.F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 +2123'13
QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 224.000 H,I,JK1 1121"11'112 112 112 1'2 2 2 1�2 212 2 2 2'2 2!2 22 2�2j2j2 2�3�2{2 2 2 21,3 2 2 2j3 3 3 tt 4 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 1 1 1 } 1 1 1 1 1 1 1 1112 1 2 ii2 1 2 212 1122'2 2 2 212 2(2 2 2 2 212 2 32 2 2'2 213 2 2 213 3 3 ARGFLANGFD SINDOWS. iNTEGRAIFW DIMENSIONS
C,D,J,K G, i j i 'i 1 1 i 1 1 1 1 1 1 1 1 5.DESIGN PRESSURE .IMITATIONS
H,1,J,K,i 1 1 2 2`2 2.3 1 12 2'2 2 31 112 2 3 2 3 2 21 213 21 a 1 2�7-t 3 3 2 2 3;3 3 V 4 3'2 3!3 314 3(9 A j 4 SIZE BLOCKS OFT E ADJaeFNT TABLE W17t A
32 000 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1
L� 1� 1 1 1 1 1 -�1 1 1 1 1r23
ASB M 1 s 1 I MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
7�1-2 212 2 3 1 2 2 2 21 3 1 j 2 2 3 21 3 21 2 2I 3 2 2 21 3 3;317 2 3 3 3'4 3';? 31 3 3I 4 313 4`A OF ANCHORS SHOWN IN BOLD OTHERWISE,T
C,D.r F G 1 1 1 3 1 2 1 2 1 2 2 2 2 1 2 *3143;1313i4
2 1 2 MAXIMUMR ESSURE E SR HE-: -- -
37.000 H,I,JKI 212`,2 2 3 1 2 2 3 2`3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2,d 3 4 2 3 313 3 3 4 3 5 3i3 4'4
i 1 1 2 1 2 1 2 2 2 2 1 1 2 2 2 1 2 AND GLASS TYPE`5,
AB,M 2 211 2212 2:311 212 3 2i3 2:21213 2,31212123 2,3 2�3�2 3 3'4(2'3 313 3 5 313 4 4 AVAILABLE !!!
i PSF 79 T I
C,D,E F,G. 2 2 2 �23�212
l-2 2 2 2 2 2 2 2 2 2 ^< 2 2 2 2 2 2 2 2
40.000 H,I,JK L 2'2 1:2212 2!3 2�3 2�2 213 2 3 213 2`3 2�4 2i3 3'3 3�42 3 314 315 3L33j4 4153 3 4 42 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2
ARM
212 1:212 2 2!3212 2'3 2'3 2`21213 213 2133 2 2 42 31313 3'412'3 3'4 3!5 3 3 314 4;5 313 4!4 jf
PSF 79 T TABLE KEY:
C,D,E,F,G. 2 2 2 2 2 2 2 2+2 2 2 2 2 2 2 1 2 2 2 { 2 2 2 2 2
44000 H,i_J,K,L 2122 2 2 2 3 2i2 2 3 2'13 2 3 3 3 dj21313�3 31412 3 &4 3151#3;3 3 4 415 3 4 4 5 MAX,PSF
D( P L1M(TED� 118 1 annuC r REVISFs1
_2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1+ �„+,Iy ih U,e f cTma
AB,M 2 2 2 2 2 2 2 3 2;2 2 3 2 3 2 4 213 3 3 3 4 2'3 3 3 3 4 2 3 3!4 3151,323132
5 3 3 3 4 41 5 314 4 5 JAMB ABO 2?31
fHEAD el I};og' u 15 i�l.o
_ PSF 79 7D e P.......
I,,um- 2i
MIG.RAAK
C.,9 E,F; . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2r416
2 2 ,ogjya t3ELOW
48.000 H,t,J,K,L 2[i 212 212 2j3 2'2 2 9 314 213 3'3 314'213 313 314.213.314 315 313 314 3j5 313 4j6 314 5 5 MTG,RAS
ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 22 2
22 212 2 2 2 3 2 2 213 314 213 3L3 2J4 2 3 3 4 314 213 3 4 3 5 313 314 3 5 3j3 4j53 4 5 5 (FULL DP)PSF 72 79 79 HEAD .` NYLYN,'J C,D,E,F,G, 2 2 2 2 2 222 2 2 2 2 3 1 2 2 2 2 3 -2 32 3 JANE ABOVE 21 3 ...53.125 H,I,J K,L 2!2 2',2 2 2 2 3 22 23 3i4 213 3 d 3Id 2'3 3j4 314 3 3 3j4 3 S 3 3 4 4 4'6 3,4 4 5314 5 6 �G,R BrL:
i -- 2 3 2 2 35132 2 3 2 3 JAMB BELOW
A B,M 222 2i2 222 223 2x2 2?3 3?4 2?3 324 324 223 324 334 323 3'4 3 5 313 414 415 3'3 4 5 4'6 3 4 4 5 MTG.RAIL
- I I 1
L.M. A712115 E NO CHANGES THIS SHEET
.•�`' p«�+«+- ----- 1470 TECHNOLOGY DR14E AN
SPACING, 9!1 WINDOWS `
J.J. - lin a. . NO CHANGEST1fISSHEET N.P0.BOX1521'S ==y-!!� ALUM. SINGLE HUNG WINDOW,IMPACT_ -ri''
J.R. 0"1/11 C NO CHANGES THIS SHEET ao.BOX 1529 �I ,,, � A.LYNN�MiLLE`E'2,P-E.
LJ (S4 CMC 10 —..--.. NOKOMIS,FL X4274 V.ib/y},C14'T
P.K. 771&ro5 J,J. 1l1�(37 SH700 NTS 8 d 11 4040-20 E FL P.E.#58705
ANCHORAGE NOTES:
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. —-- -
— 1. ANCHOR TYPES 1-114"ELCO TAPCONS
WINDOW HEIGHT 2-1/4'ELCO SS4 CRETE-FLEX
29.655
ISUBSIRATE.- 37.155__ 44.655--— 62 1-55 5_96_55___�_67.155_ -I—_T4 6-55 76M0 3-#12 SCREWS
h'ANCHORPE-. 0 Ll
WINDOW 71_ASS Z-1 oz 0 z Z-0 zl_ zr z Z' z z oi,z (z) 2 ANCHOR,LOCATIONS ARE BASED ON THE
0 0 ci O0-0 FOLLOW NG DIMENSIONS:
C-) 0 u C) 0 0 0 0
0�4 01 0`1 10 014 ol
C) '-)I HEAD-18 112-MAX.FROM TOP CORNERS
WID I H FYPE
I,F4� '4 01- JAMBS- 7 1/2"MAX.FROM TOP CORNERS
C,D,E,F.G 1 1 1 1 1 1 1 1 1 1 1 15"MAX FROM BOTTOM CORNERS
L 1 111 1L 121 2]2�2 3 2 2'2 312 31�2 2 3'2
2+2 '21
19 125
;'41"i.�2]2i2�1!2�2 2A2 6"MAX BFLOWMTG.RAIL
W,JK, 2 L2 212 2!2 2�2 2 2 2 21
SILL-ANCHORS NOT REQUIRED
A,B,M
11111 111 2212jlJ2 212�!21211!2�2121212:2j2�2J212 2 2'2 12 2�2 2'2'2;2 31'2 2�,2 3:2 312�12i2l"II2 3 INSTALL PER THE ADJACENT TABLE ANCHOR
F 719 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2,
-1 Ll -il-i 2�1. 2 2*2 2�2 r L2
Ii
24,000 J� �T' 31,
C,D,E FG, 4 1
2 2 1�1 22 2� _2�2 4 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
K,L 2�2 :2]�:2 2121�23I2
H,I,J,' 1�3112 3112 2'12'13"2 32 2 2 32
FLANGEDWINDOWS. INTEGRAL FIN DIMENSIONS
A,B,M
�' 2 21212 2 3=22'J213i2 3T1,22'12j3,2 ARE I'LESS.
'T111111 illl 2121111 2;'2 2!2 2 21212112 2�2 1
31212121312
PSF 68 77
5. DESIGN PRESSURE LIMITATIONS.
THE ADJACENT TABLE WITH A
C,D.E,F,G —1_T —1 1 1 1 1 2 ill-7, 1 1 1 1 i SIZE BLOCKS OF 1 0 VALUE ABOVE THEM,INDICATE A
2 2 2�2 2 3�13 313 32 3�3 3 3 22 3:3 4 3 3� 4!3 31L,2 3 BOLD ITALICIZE
L2 2!3 212!2 2 J22 2
32900 HJ,J�Kl -IF, 1'3�3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1 1 1 2 T_�
A,BW I i
21 1 1 1 1 F SHOWN IN BOLD.OTHERWISE,THE
_HORS
0 ANC
1 �312�41
1 MAXIMUM DESIGN
1;312!2 '3 2 3 31:�32'21313 4 313'�2 113 41'3� iI
111 1j1 1'1 2'2 2;2,2 2 2 312 2)2J2�_ 3 3 13 PRESSURE FOR TH
PSF 67 79
RESPECTIVE SIZE 9
59
1 3 21 �2�1�33
24 -
D.E.F,G. 1 1 1 2 2 _1 2 '2 1 _2 2 1 2 1 2! 2 1 2 AND GLASS TYPE IS
H,I,j.K,L
— 3�313!3 4 3 313 3'2 3,13 3 4�4 3
37000
2 212' 2 2 3 2:212 3 3 3 2 3!3 3124'3 AVAILABLE.
-:11-1 jEl — " " 4 13
1 2 1 2 2 1 2 2 1 2
A.B,M - I I
2 1 3 4L4 3�214j3,
P 2 2 1
3
1 iTi :2j'2�2 !3 313 212
11 't2 2!13;2�21 3�3 131[313,413 31313112 33 413 312 4'3 4L4
4
1 �22 2!3 3113 21
PSF_y 9 62 79
,G 2 2__ 2 2 2 -2 T__2 —2 -2 1-2 -2 -2 2
2 2 2�,22 2�3 2'2 3;3 4�3 313 3�,314� 414 313 413
C,D,F,F 2 2 2 2
'L_'!L-�-E I 4;413131513
11 40000 HJ.J L �l I I i 13i3 41313,3� 1 3
2 , 2 212 2 2 2 2 2 2 2 1 2
AEI.M I 21i 2 2 2 2 2 2 2 2
i 4j4 313 413
P 49 79 1 79 1
2i2j2j2 213121213 3 4'3 3j31413 313 313jIj3 TABLE KEY:
79] 56 1 2 2 2 2 2 2 2 - MAX.PSF
2
- 31 2 117
1 Hi 3 13 1 4�3 -193 5114 th, Ind.
c oE F G. 2 2 2 r_2__r_2 —2-7-2 -2 - 2 2 27-_2 2 2 2 2 (DP_�!�ED
11141'u<rkevlsr`.o I(
44.000 L jTjjj�j' _2 2 2:2!21'213'3 2',213�3 3,4�2 3�3 414 3�3 4;3 414 414 3'3 4'3�4�'4�3 _ 3
2 1 2 1 2 2 2 2 2 2 HEAD
A,B,M _ 2 2 2 2 1 2 2 1 2 1 2 2 2 1 2 2 2 2 2 2F4 A
_tjTj t7 I I
ITI I i 2F2 212 2 2 313 21213133412131313 414 3131413 4t,113131413 414 3123 13 414131 3 1 51 JAW ABOVE, 0 L'42A
PSI a m I w m 1 791 It WG.RAIL 13Y
1 JAM BELOW m ftodwi
C,D,E,F,G, 2 2 2 1 2F 2
H,I.J.K,L 2 2 2 2 2 1 2 41 IF2 3 1. 2 2 2 2 1 2 3 2 2 3 2 MTG.RAIL
r-2[-i-
_H T312J213j3 31 ;4 414 413 5141414.. L3 514
2
46.000 iFl 2 2 212 3 3 -%13 13 31414 4 i 4 13 41 1 1 1 1
A,B,M 2 2 2 2 22 2 1 2 2 1 2 3 1 2 1 2 2 2 2 3 2 2 3 2 2
rlITI
� _ 1 1 -2 F2 212 H22i 3 3 2121313 4141313 1414 414 31314t4 414 413 514 414 413 514 (FULL DP)
F 46 67 1 76 19HEAD 2 ''(0j.LYNN 6171 i
- JAM ABOVE 2 2
2 2 J32 2 2 3 _3
C'D'E F G 2 2 2 2 3 3 2 ' 3 3 3 3 2
MTG.RAIL
HJ.J�K:L' 111 J 2 2;2 2i 2-3 3 )W
53125 1 313 3 3 4j4 313 4.4 414 3�3 4;4 4:4 3,3 414 515 4j3 51,4 A�15 4131514
N JAMB BELOW
N3 s8:7gs
2 2 3 3 2 FTJ
A,B,M 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2
I MTG.RAIL '6i��'
13�314 - _�) 5 ,.n,
ki I -,T, lTf 2T212 2 2'j'i 1313 3�3� � 4 4 4 4 3 3 4 4 4 4 3 1 7
14 3�3 1 3 4�4 5j4 4i3 514 5-i 44.1.315 141 0
C)
L.M.
E NO CfMNGES THIS SHEET VIEWANCHORAGE SPACING,STANDARD -W orae
or A� NO0
1"7111 0 NO CHANGES THIS SHEET N VENICE,
J.J. l- LllC3421Rl
J.R, 04101111 C ADD DP MAX.WHERE ANCHOR OTY IS RESTRICTED BY SOE, P 0 BOX 1529 ALUM,SINGLE HUNG WINDOW,IMPACT
-a;wwft—r ---I NOKOMIS,Fl,34274 Visibly P-tiw11 . A.LYNN} pl-
F,K. 7t2"$ J.J. Z=7 I NTS 9 - 11 4040-20 E FL P El 58705
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8 JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT ANCHORAGE NOTES: 1
MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES 1-114'ELCO TAPCONS
SUBSTRATE T772-5-0.66863--17125 22668 28.211 - 33.754 39.296_ 44.839 50.382 55.925-- 2-1/4"ELCO SS4 CRETE-FLEX
ANCHOR YPE OT-� _ _ - # SCREWS
_.� �� 3- 12
UI U G >TU G. U U G1 U :J O U� U U U 9 U U O U U 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
WINDOW GLASS N OIN C7 O N O N 0 p N O N p N CS;N OO ry otN oi� N a�- Q N.4 N UI.-O(.i O�O O DIMFNS#qNS.
WIDTH YPE o ��.� - :I v v � a 31 v o q v �� v ca u
HEAD-18 1!2"MAX.FROM CORNERS
9-125
D.E.#-.�. ? 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMHS-17 V2"MAX.FROM TOP CORNERS I
f K L 1 1 1 2 2 2 2 2 2 2 2 1 2 2 1 2 2 3 2 3 3 2 3 3 3 3 11 112"MAX-ABOVE THE MEETING RAIL
('F,f,J, 1 1 1 1 1 1 1 1 1 1 1 ^ 1 ! 1 1 1 1 1 1 1 1 1 1 1 6"MAX_BELOW MTG.RAIL I
F1224 DOD + i 15"MAX FROM BOTTOM CORNERS
K 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4SILL_ ANCHORS NOT REQUIREDD.EF,J. 1 ( 1 1 1 1 1 2 1 1 2 1 j 1 1 1 1 1 1 1 1 1 1 t 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM.000 K L 1 VIEW WINDOWS FROM TABLES 7,AND 8.USING THE I
- 1 1 2 2 2 3 2 : 3 3 3 3 3 2 ! 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR ! ! I
PSF 7.9 _ _ __ ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. I�I
37.000 D E,t.J, 1 ( 1 ' 1 2 1 2 2 11�2--2 �1 2 9� 1 2 2 1 2 2 1 2 2 1 2 4-AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW I I
! KJ 1 ? 1 2 . 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX i
5-TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 _ _ _ _ __ _ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
40.000 OFF, 2.2 f 2 2 2 . 2 2T2 2 2 �2T 2 2� 2 T 2 2T 2 2 -27-2 2 2 2T2 LESS.
l
KA 1 1 1 1 1 -2 2 2 3 11 3 3 4 3 ( 4 4 3 4 4 3 5 4 4 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS: I�
PSF 79 76 79 77 79 79 I 79 S7E BLOCKS OF THE ADJACENT TABLE WITH A BOLD !
_ _ _ _ !!!
ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D,t.t..;. 2 2 2 2 2 2 2 2 2 2�2 2 2 2 1- 2 2 2 2 2 2 2 2 2 2 *DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHgWN IN BOL0. OTHERWISE,THE MAXIMUM DESIGN i
NS' 78 79 70 79 79 71 79 73 176 - 3� 2 3T2 F2 3 2 { 2 RESPECTIVE
FOR THE -
v
- - - 2-3- --- - CTIVESIZE AND
4$.007 �C.E_I,J- 2 2 2 2 2 2 2 2 �2 2 7 2 T 2 GLASS TYPE IS
K.I 1 1 1 2 2 2 3 3 3 4 4 4 5 4 1 5 5 1 4 6 5 1 4 1 6 6 j 5 6 AVAILABLE.
PSF T1 79 63 71 79 64 1 74 66 77 69 _ 68 TABLE 7.KEY:
--
! 53.12E n E F 2 2 2 2 2 2 3 2 2 3 2 3 31 2 T, 3 3 2 3 3 2 3 T-1-2 3 - -
2 2 2 3 3 3 4 41 5 4 5 6 5 6 6� 5 T 6 1 5 7 MAX.PSF
(DP LIMTED1 112
-�- HEAD 2 I)
ANCHOR OUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. ---
JAMS ABOVE 2
SASH HEIGHT TABLE$. MTG RAIL i
- -
_ SUBSWTIRDA?HT
E- � oc 12.7u7 6 u o 15�.7u76 > Mo 18.7u76u o U `4�.77)
-303
ANCHORYE
BULL DPS
zz zMa z;' zoz zzoo z z z HEADWINo o o no! a
a u aN a > u oo oO
2
� rKO-DU_CIREVISEDW' M -
l
19.125 1 1 1 1 1 2 1 1 2 2 1 1 1 2 2 1 2 1 2 2 2 2 2 2 2 2 1 2 3,lnt
2 2 j 2 2 MTG RAIL It°,nplI�unthe ewrtd.
q
24.000 2-F17 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2-T-2 3 2 2 3 2 2 a. ;12 t l,C'da
Acceptwue Nal q•�2041
32.000 2 1 1 1 2 2 2 2 3 2 1 23 2 3 3 2 3 3 1 2 1 3 4 2 1 3 4 1 2 3
37 coc TABLE 8.KEY: 1
2 i 2 2 2 Y 3 2 1 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 yr
40.000 74 WAX.PSF
2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 F34 3 4 4 3 4 (DP LIMTED) 112
4d 000 -_ 68 78 JAMIE BELOW 2 11 I r r v
2 2 2 2 2 2 3 2 3 9 --3 3 4 3 3 4 3 4 5- 3 4 _.5 3 4 MTG RAIL N I YP1;
S
48.000 63 _ 72 79
2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5Ti T 4 (FULL DP) p g10
53.125 73 58 66 72 JAMB BEL4WB =
2 2 2 2 2 2 3 3 3 4 3 1 4 A 3 4 5 3 4 5 3 5 5 3 5 MIG.RAIL 712 ($ N
, I:of
L.M. 5-112-11-5 F Hoctawces nlrssrr6Fr ANCHORAGE SPACING,CUSTOM VIEW
— �+ — 1070 TECHNOLOGY DRIVE ---..._ t; , Ut7tUI'.
J.J. Iaro7rlr o xGCHAr�G6s7rusSHEET N.vEN1w.FEa427s = ±��r j— ALUM.SINGLE NUNtiWlNDOW,IMPACT 01
I.ar Rwm. — �F
J,R. 74
C NO CHANGES THIS SHEET P.O.so 1529 4.4.uoar �. A.L4NNIMILLE'I},P.E.
er nc.- Gr of a wOKOMIS.F134274 v4dty Berm SH700 NTS 10 > 11 4040-20 I E FL P.E.#5$705
F.K. 7/20/05 J.J.
ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES
WINDOW HEIGHT MNUS SASH HEIGHT FROMTABLE B. 1. ANCHOR TYPES: 1-1/4 ELCO TAPCONS
SUBSTRATE: 17.125 22.668 2821^ 33.754 39.296 44.839_— 50.382 55.925 2-1/4"#12 SELCOCREWS SS4 CRETE-ELI-X
ANCHOR TYPE'. m O Zrr z O Z. z,O z r z �O" Z, ry-- -� �-� � --- — 3 S ARE BASED
Ui U m o �i U� u o U o U V o U v o1 U o V U
r WINDOW GLASS tv n w z cn O a z Z m O�.,r 2� z�'?O.� Z � z r>O w Z Z 2,ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
�'`�O Oi pry O` O �+O' O N O` Ory O+ O-'�O N O`O h O; 4^�O O,`O DiMFNS10NS.
WIDTH TYPE U U U U I U U U U 3 U U U! U U; U U U HEAD-18 112"MAX.FROM CORNERS
D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 " 1 1 1 JAMBS-17 112"MAX,FROM TOP CORNERS
19.125 K.L I 11 112"MAX.ABOVE THE MEETING RAIL
2 2 2 2 1 2 2 2 2 1 2 2 2 2 3 1 2 3 3 1 2 ! 3 3 3 3
6"MAX.BELOW MTG.RAIL
j I 24 000 D,E.F,J. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 ±3 ;
15"MAX.FROM BOTTOM CORNERS
K,L 1 1 1 2 2 r 2 2 1 2 1 2 2 ' 2 + 3 3 2 3 3 2 3 3 3 i "s 3 SILL-ANCHORS N01 REQUIRED
>: 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOMI IF 32.000 D.E,.J, 1 1 1 1 1 1 2 - 1 1 2 . 1 1 1 3 1 1 1 1 1 1 ! 1 1K,L 1 11 1 2 2 2 g 2 i 3 3 3 3 3 2 3 4 3 4 4 3 ! 45 VIEW WINDOWS FROM TABLES 7.AND 8.A OF NOTE 2. USING THE �I
L AND
37.000 D.E.EJ, ,..-Fl
t i- 2�2 2- 9 2 3 3 �3 1 4 3 3 3 4 3 4 a�..�T-2- .-.5 ,� 5 4,AVAOILABOE SASH HE GNAL IRH�TS FOR CUSTOM VIEW
ALOW
R
ff PSF 79
K,F i WINDOWS ARE 12 5t8"MIN.TO 38'MAX.
` 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL.FIN DIMENSIONS ARE
44.OD0 o.E,f.J. 2 2 2 2 2 2 2 2 2 2 T 2� 2 2 2 2 2 2� 2 2� 2 1�2 2 2 2 1"LESS. i
1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 S 4 1 A ' 5 5 4 6 6.DESIGN PRESSURE LIMITATIONS:
PSF T$ 76 79_�� �� j77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD I
-- - T � 1--� -a---. - ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM
44.000 D,E,f.J. 2 2 2 2 1 ` 1 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2� 2 2 2 I 2 DESIGN PRESSURE WITH 1HE QUANTITY OF ANCHORS
K 1 1 1 2 2 ` 2 3 3 1 3 4 4 4 4 3 5 4 3 5 5 ! 4 1 �- 5 4 i 6 SHOWN IN BOLD. OTHERWISE.THE MAXIMUM DESIGN !j
_-. - -_-_ -- 2 3 2 4 2 2 2 2 3 2 2 3 2 3 .1_2..._1 2 RESPECTIVEOSIZE HAND
r PSF 78 79 70 79 79 71 79 ( —
j 48 000 D.EF.J, 2 2 2 2 2 2 2 2 �- - -�- — - --2
GLASS TYPE IS i
K 1 1 1 2 2 2 3 1 3 3 4 . 4 + 4 5 4 5 5 4 6 5 4 6 6 5 6 - AVAILABLE
PSF 71 T9 63 71 79 64 7a 66 77 69 69 _ TABLE 7.KEY: j
53.125 D,E.FA F-1-2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3� 2 '-3 3 2 3 --�--� '
KL _ 1__2 --_
5 4 5 6 5 6 6 5 1 7 6 5 7 MAX.PSF f
Mff
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. JAMB tABO?�
TABLE 8. I
SASH HEIGHT MTG RAIL i 11
_ AUB12t57718. 76
°
N z z 0 m o
z zI z
O OQOji ONO� QONoO pOOpO OO
3 c o v �
HEAD 4
_o._rc_r r.e,vs_ra JAJB ABOVEo NC � � PF
u ( ULD
VVIDTH
i
19.125 1 1 1 1 1 2 1 2 2 1 1 2 2 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 1 2 1 2 MTG.RAIL B kfi lving wim rhe Eta da
aa��r'nt I 0519.48
24.000 2 1 1 1 2 1 2 2 2 2 2 2 2 2 1 2 1 2 2 2 1 2 3 2 2 3 1 2 2
32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 1 2 3 rat u i wro
70 _
37.rx1n 2 2 2 2 2 2 3 ? 2 3 3 3 3 3 3 3 4 3 3 -KT3- 4 TABLE&KEY: ^
40.000 T4 L MAX.PSF .
2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIKED) 112
-- 1111171
711
44000 —2 . 28 2 2 3 2 r 3 3 3 ' 3 4-f-3 3 4 3 4 JANE$£LOW 2 `k tv LYNN
5 3 4 5 3 4 MTG.RAIL
63 72 79 _
48.000 -2 -2 � vt fi
2 2 2 -2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP q
53.125 73 58 66 72 JAMB BELOWL_2 _
2 2 2 2 2 2 3 3-1-1 14-1—TI-4 A 3 4 5 3 4 5 3 1 5 5 3 5 MTG.RAIL �{ `
-� O 7 2'-IS n..
-
t.M+ 5712115 E NO CHANGES THIS SHEET ANC SPACING,CUSTOM VIEW omu ,
Wvow(.>.4: R.wba' 10'70 TECHNOLOGY DRIVE _ �• (.y
J.J. 7/11 O - NO CHANGES THIS SHEET NVEN-FL 34275 /Sj1ir\i
ALUM.SINGLE HUNG WINDOW,IMPACT
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er— a+J ar: -- NoxonllS,FL 842Y4 V shoo NTS 10 11 4040-20 E F L P.E.#58705
F.X. 722M dl 2t28A37 .__-
EXTERIOR INTERIOR F �
_- NOTES
r
�y WOOD ANCHOR B I,FOR CONCRETE APPtIGATIONS IN MIAMI OAOE COUNTY,USE ONLY MIAM3-DAOE COUNTY
(ALL HEAD AND SILL DETAILS} APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX MINIMUM DISTANCE FROM 11
,1314='MiN EDGE ({SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 314" t
i �I CONCRETE ANCHOR
(SEE NOTE 1&3} 2x WOOD BUCK_. 2 FOR WOOD APPLiCAT)ONS IN MIAMI-DADS COUNTY,USE#t12 STEEt SCREWS(G5)OR
I
{ I iSEE NOTE 4; I-MIN.EDGE 114"SS4 CRETE-FLEX. }
3 35 Kb,MIN I 3.FLAT HEAD ANCHORS,WHERE R!QU'IRED,MUST HAVE N12 TRIMFIT HEADS.
{ " 7 31 318"f> !!v MIN.,
N/4 JG'TA-CON�� ..- -- --I ---i- NS AL.THICKNESS
DIRECTLY TO SOLID THAN ,
,V2" TE GROWS PAGE AS ix ARE BUCKS WHOSE
CONCRETE 4 WOOD BUCKS DEPICTED)N THE S++TIONS ON t
RE1
r 0 BUCKS ARE OPTIONAL IF UNIT CAN BE
_ 3t8' CMU. WOOD BUCKS DEPICTED AS 2x ARE
OF'T,(>yAl 1x 1 112"THICK OR GREATER. INSTAL,ALIGN TO THE SUBSTRATE OF WOOD BUCKS TO BE
WOi;D BUCK-"`�-�.. MIN. P
i ENGINEERED BY OTHERS OR ASA PROVED BY AUTHORITY HAVING JURISDICTION.
(SF`MUTE 41
_ -_ 5.FOR ATTACHMENT TO ALUMINUM.THE MATERIAL SHALL BEA MINIMUM STRENGTH OF
11 1t4" - �I - 1t4 6063-T5 ANDA MINIMUM OF t/8'7yICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE i
XJ _ OF A SIZE TC PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THF ANCHOR SHALL BE A#12 SHEET '
DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS I i
{ TYPICALFLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
___ _ ____...._—._ ____.� INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
{ MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
j 1 1/4" :318' Fr-- MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REOUIREMENT. i 1
�C !AIN� MIN 8-ANCHORS ARE NOT REQUIRED Al THE SILL OF FLANGED UNITS- j
114"MAX.SHIM 1!4"MAX-SHIM L
7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT � j
WITH OTHER DISSIMILAR IMATER,At S SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
'�� •
1-314"MIN EDGE 1 1"MIN.EDGE EDITION- _
pBlktSCONCRETE ANCHCR. ) �WOOD ANCHOR, � I
FN BELOW MEETING �1 � lj�'=� FH BELOW MEETING
RAT.(SEE NOTE 8 3) RAIL.(SEE NOTE 2 S 3) �{
1 �N T ��,1,,,„; {
1 �" It 7rt Ift Y""p 1
3,35 KSI MIN.CONCRFTF ( ( 1{ ��i'T�� INTERIOR
1� - " OR 1.5 KSI MIN.CIVIL] � �1�''-
d� �S ddd��� (ALL JAMB DETAILS)
EXTERIOR
L tx BUCK OPTIONAL WITH SOLID CONCRE?E I 2x WOOD BUCK
OR CMU SUBSTRATE(SEE NOTE 4) & (SEE NOTE 4) f
DETAIL C DETAIL D
i TYPICAL FLANGED JAMB ANCHORAGE j
1/4" _..,.,I f-5/8"MIN.EDGE
i 2-12"EMBEDMENT---------+j MAX.__—{ }--- '
1
—
SHIM ( MAX.-WOOD FRAME Ax �I Rooart r+I.vlsts7
-»—WOOD FRAME — }( SHIM n„g xit me Honda
{"�y,..c__-� "”'-`
518"MIN.SAGE Acoc".m Na I lob
�!1 .
.131"DIA.MIN. ExprxNalllau
X 2112"NAIL.
2-1 fY EM 01AFNT '� (ziflAT CORNERS E �. ..I BY Ihde v o pfd Coaled
131^DIA.MIN. I AND 5'U.L'.
x 2112'NAIL, -__
! WOOD FRAME
ATCORNERS
AND S'O.C. S8"MIN.EDGE (
T +..131"DIA-MIN, I
(�
x 2 1,12"NAIL, �A �� � � �'x
--- MAX, AT CORNERS
SHIM AND 5"O_C --- 2-112"EMBEDMENT
((( DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
aoia,r CORRECT BUCK NOTE, SC^C7YON 2A03 B.4 REF. t�
L.m VIV15 E ANCHORAGE DETAILS "<I `r�
Mr1ae�. .—.. "'- 1070 TECHNOLOGY DRIVE =` U tfi1P
J,✓. i@'pTI71 p NO CNANGE$THlS SHEET N.vFNTCEfy.34275
y=l� 'ALUM.SINGLE HUNG WINDOW,IMPACT
JR, OdAY!!! C MO CHANGES THIS Stift KO n0x i5Td a.a.aav ar.o cr.+wra - ra A�•L NN tY�fr�`R;P.E.
Ue+rtey(.yam NOX6MIS.Ft 34270 11f(TIy BCt7tr 1
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