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HomeMy WebLinkAboutProduct Approval REVIEW AL-FAROOQ . ION CONSULTING ENGINEER ° ��, ENT PRODUCT PRODUCT APPROVAL EVALUATION B 0C RULE CHAPTER#61 G20-3 • METHOD 1 OPTION D Detailed Product Description: FL29511 Manufacturer:VIWINCO, INC. Date:02/26/2021 Manufacturer Address: PO BOX 499, MORGANTOWN, PA 19543 Model Name: OCEANVIEW SERIES VINYL SINGLE HUNG WINDOW Maximum Load:+70 PSF,-70 PSF(Large Missile Impact) File Copy Installation Drawings#19-20F This product does not comply with the High Velocity Hurricane Zone(HVHZ)testing requirements. For maximum sizes,combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _No Mandatory Tests(Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440/NAFS) 1/10/2008 76646.01-109-47 ASTM E283 Air Infiltration Architectural 12/5/2007 75147.01-109-47 Leakage Testing 8/15/2011 B1834.01-109-47 7/19/2011 B1833.01-106-47 ASTM E331 &ASTM Water Penetration Architectural 1/10/2008 76646.01-109-47 E547 Testing 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 11/13/2007 75595.01-109-47 7/19/2011 B1833.01-106-47 ASTM E330 Uniform Static Air Architectural 1/10/2008 76646.01-109-47 Press. Testing 3/26/2014 D0902.03-109-47 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 8/6/2015 E8004.01-109-47 11/13/2007 75595.01-109-47 7/19/2011 B1833.01-106-47 ASTM F588 Forced Entry Test Architectural 1/10/2008 76646.01-109-47 Testing 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 7/19/2011 B1833.01-106-47 9360 Sunset Drive STE 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com Supplemental Tests Test Description Test Location Test Report Date Test Report# 1/15/2008 75581.01-109-47 10/14/2013 D0902.02-109-47 11/20/2007 76955.01-109-47 Large Missile Architectural 2/16/2008 80365.01-109-47 ASTM E1886/1996 Impact&Cyclic Testing 8/16/2011 B1832.01-109-47 5/15/2009 88662.01-109.47 8/6/2015 E8004.02-109-47 11/12/2007 75560.02-109-47 6/30/2011 B1074.01-109-47 Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: y w No .tt 5T '� fit` `•.'GCf�kxD�'.,`'�,\�``•. Jalal Farooq PE#81223 isS�°©1ypt. C �`` r fr 11i�41 AI-Farooq Corporation EB#3538 Sealed: 3/9/202 9360 Sunset Drive STE 220 Miami, FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com S A! a "r. h a J � :; W ° npo1 a r C 1/8-TEMP. GLASS 1/8"ANN. GLASS � alp n 1•1/2"AIR SPACE 9/16"AIR SPACE �5=g W w_ a 1/8-ANN. GLASS 3/32"ANN.GLASS d$f J=a< I 090"Interlayer ' 090"Interloyer Q W w f J F-Troeifal PVB TroeifDl PVB f By 'kuraray America.Inc.' By 'kuraray Americo.Inc.' n r-1/8"ANN. CLASS , ' 3/32".ANN. GLASS F SILICONES I _SILICONE r- v THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. I l o 0 i 'd OOWSIL t199 ;m , ��DOWSIL 1199 ; INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.1 i n 4 1 'SU-D'ST. STEEL U-SHAPED OCEANVIEW DUAL SEALED SPACER T---t--1'T 'SU-D' STEEL U-SHAPED A W � _ EMBEDED IN SEALANT DUAL SEALED SPACER V Or,_ VINYL SINGLE HUNG WINDOWS (L.M.I.) --- OR OReEOEo IN SEALANT H o d C 'DURAUTE'WARM-EDGE SPACER n: DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER - BY'OUANEX' c '• �'OVRAUT£'WARM-EDGE SPACER V x a m / / BY'OUANEx' rz Z CHARTS SHOWN.ON SHEETS 3 AND 4. \ -1�.' 5 —�Z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE \ U w Q COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER GLASS TYPE 'A' G[.ASS TYPE 'H' Z;L� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IS/IB"OVERALL INSUL LAM. GLASS 15/16"OVERALL iNSUI. LAM. CLASS W F.B.C. APPROVED MULLIONS IN BETWEEN. 5;m� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLAZING OPTIONS WILL APPLY TO ENTIRE SYSTEM. _I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR NON HIGH VELOCITY HURRICANE ZONE. 1BY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE ols DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS O1 TO THE BUILDING STRUCTURE. rut ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS -� AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSUL. LAM. GLASS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'ff? A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. LARGE MISSILE IMPACT Sealed:3/9/2021 vl�! ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. FL #29511 'no a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT li" COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE 2020 FLORIDA BLOC. CODE &ADOPTED STANDARDS. AwsTiucrlo TOOv 9ws vRooucr EB FOR rsEO THE iHSCPR oLCTRtvALwTAND DN I �� Q, F,�THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PR.,HDeO HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILE0 \,1GEN.4Lc-'FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ONTHIS DOCUMENT.OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR B-TN:S PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF�/ Nb 81223WATER INFILTRATION RESISTANCE ETC. ALTERED Br ANY MEANS CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, r,-SITE SPECIFIC PROACTS SNALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARcwTECT MACH wnL eccoME n/E ENorxER or REcoRD(E.o R.) L II FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER /Yf[/ DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED 8T F `� drawing no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE' � '•, C MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. 19-2OF IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS P.E.O.SHALL BEAR THE GATE AND oaRaNu SEAL AND OCEAN vlEw LABELING TO COMPLY WITH SECTION 1709.9.2. : -1 THE PROFESSIONAL ENGINEER of RECORD TNT PREPARED IT. '�Tll f 1LL7\j gM1eeL-1 Of I01 52" 52' 52 INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME VRDTH +--- -- m I FIX.VENT WIDTH i FIX.VENT WIDTH_ Fl%.VENT WIDTH 44 1/!• 44 1/4• (. 44 1/4" D.L OPG. I D.L OPO. I D.L. OPG. I i 0 12"MAX. _ 12"_MAX. I 12•WJf._ I� I I HEAD/SILL i HEAD/Sill HEAD/SILL I W 1: 4"MAX. I — I 4"MAX. I 4'MAX I Q; t uL HEAD/SILL I A i HEAD/SILL Al I HEAD/SILL 2f I I O , CORNERS 4' CORNERS I CORNERS i� � j -....i I. W s . 1 \� i ' ^� I� 7 �1 11 •f____, I1, I. I(3 ,I i JJ I io I II ^V ' ~� � \ \yHZ� - � r y� "' I \y�� nY J Z 1� p�;oo^ a, U3�0 .......... FALSE MUNT7N5%�/ 1 m w ! m I O S m x J7. (SURFACE APPLIED)' L_._ 44 1/4• \ i '.�z 44 1 4Z 44 1 4q_ MAY BE USED I DL OP6.... _.___ I-QiU D.l. 0 ..,,i ♦ D:L OPG �I c`S �r 46 7/8' MAX. 46 7/8•MA%. I 46 7/8•MAX. I MOV. VENT WIDTH / MOV,VENT WIDTH +i MOV.VENT WIDTH---�i pl ' slu / FLANGE FAMES WITHOUToPrwN FRAME ANCHORS J FLUSH FIRM ES FIN FRAMES I' I SEE SHEET 5 TYPICAL ELEVATIONS i A ceo i I j OAYLITE OPENINGS: yjb 1 FIX. VENT WIDTH INTERIOR FRAME WIDTH - 4.125 MOV. VENT WIDTH = INTERIOR FRAME WIDTH - 5.125 FIX. DLO WIDTH = VENT WIDTH - 3.625 MOV. DLO WIDTH - VENT WIDTH - 2,625 DLO HEIGHT INTERIOR FRAME HT - 8.625 No.8T223 ll°J �Ehl�1 Sealed:3/9/2021 ' aT a� � drawing no. 19-2 IF FL #29511 "�lti11 11 `>�' sheet 2 oripi EQUAL LITES WINDOWS EQUAL LITES WINDOWS _ 15 IS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF j - I-' ;_ _r- % INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' IL__L. FRAME DIMS. REINF. 'LRRR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRER' REINF. 'FMTR' REINF. 'FMTR' WIDTH HEIGHT EXT.(+):.INT.(-) E7R.(+) INT.(-) E%T.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EJ(T.(+) INT.(-) Ll(T.(+) TNT.(-) Q 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50A 50.0 ^L F 25-1/2- 25' 70.0 70.0 70.0 70.0 50:0 50.0 36" 70.0 70.0 70.0 700 50.0 Solo - :�' \ IL n O 36" 50.0 50.0 50.0 50.0 50.0 50.0 W. 6fi. - ___- Solo__ S_O.0__ 50.0 Solo L' 1a-1/6� 70.0 70.0 70.0 70.0 50.0 500 42• - - 50.0 504 50.0 50.0j a g yNI _.�....___ - O? 25-1/2' 37-3/8' 70.0 _70.0 70.0 70.0 50.0 50.0 48" - - 50.0 Solo 39.9 32.9 R 36' 50.0 50.0- 50.0 50.0 50.0 50.0 52' - - Solo 50:0 J9.9 39.9 VENT TOP RAIL VENT TOP RAIL V ni e�i 19-1/6•' 70.0 70.0 io 0 70.0 50.0 50.0 30" 70.0_ 70.0 70.0 70.0 50.0 50.0 Q• c 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 1. 70.0•__ 70.0 70.0 70A 50.0 50.0 14 t s 4 a O d I 36' 50.0 50.0 50.0 I 50.0 s0,0 50.0_. �" - 50.0 50.0 50.0 Solo fr M Cu 0 �I ` 18-1/8' 70.0 70.0 70.0 I '70.0 50.0 Solo 42' 72• - - 500 Soo 50.0 Solo 14 14 4 25 yr 55 70.0 70.0 1 70.D 70.0 SO.D 50.0 48" - - SOD 50.0 50.0 50.0 ; i y 3a% . _.._..._ - s Solo solo 50.0 50.0 50.0 50.0 52' - - 500 50.0 � � �-�I�.v�f Z m 18-1 8• 70.0 70.0 70.0 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 w Q'f 25-1/2 U. 70.0 70.0 70.0 70.0 50.0 50.0 36' - - Solo $olo Solo Solo MTG, RAILS MTG. RAILS 3g" 50.0 50.0 50.0 1 50.0 50.0 Solo 40" �, - - 50.0 500 Solo Solo_ = ^� 18-1/8" 70.0 70.0 70.0 70.0 50.0 _50.0_ 42" - - 50.0 50.0 5.0.0_ 50.0 1 25-1./2' 71' 70.0 70.0 70.0 70.0 Solo Solo 48' - - 50.0 500 36" - - 50.0 50.0 50.0 50.0 1. - - 30.0 50:0 t8-1/8' 70.0 70.0 70.0 70.0 solo 50.0 30' - - 50.0 50.0 50.0 50.0 I :° 25-?/2' 75' 7D.0 70.0 70.0 70.0 50.0 50.0 36` - - 50.0 50.0 50.0 50.0 f1 14 J _....._..._ ............. 91- ......_ JB" - - Solo Solo Solo Solo 40- - - 50.0 50.0 �� x a 4 42' - - solo So.o - p_1--'=`i- 01 r- f rn 30` - - solo solo 500 50.0 J! I 01 x a 35• ........-......... - 50.0 Solo Solo Solo 40" 96" 50.0 50:0 _ -_ VENT BOTTOM RAIL I. VENT BOTTOM RAIL r y m _ . 42" - - 50.0 Solo - - C1 O o 14QQ Uwz� ai IJ 1 _ 5n^ _s7l �3 3 o F- - INTERIOR FRAME DIMS jam_ I )� �1`0 1 a F ear I': •� I 14 Is FLANGE FRAME INTERIOR FRAME DIMS SIDE STILE SIDE STILE i _ u INTERIOR FRAME_, REINF. 'LRKR' REINF. `FMTR' 00 FLUSH FRAME xl ;� �'.. �� 777jii\ �!Fil" ""-" --- Sealed:3/9/2021 .._.............-.._...__.. NOTE: � No.81223 GLASS CAPACITIES ON THIS SHEET ARE ` >- I Q BASED ON ASTM E1300-09 (3 SEC. GUSTS) UI 3 I,u AND FLORIDA BUILDING COMMISSION aT drawing not DECLARATORY STATEMENT DCA05-DEC-219 �\i of 101 -20F FIN FRAM E EQUAL LITES FL #29511 '�Rs 1 n n 1 %�'` leneet UNEQUAL LITES (ORIEL TYPE) WINDOWS UNEQUAL LITES (ORIEL TYPE) WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PST INTERIOR GLASS TYPE 'A' GLASS TYPE 'B' INTERIOR GLASS TYPE 'A' GLASS TYPE 'H' � � FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRER' REINF. 'FMTR' REINF. 'FMTR' _ �~ it t Z o mlI WIDTH HEIGHT EXT.(+) 1NT.(-) EXT,(+) 1Nf.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT E%T.(t) 1NT.(-) EXT.(+) 1NT.( ) E%T.(+) iMf.(-)'. 0 r IL��: 18-1/8" 70.0 70.0 70.0 70.0 $0.0 50.0 30' 70.0 70.0 70.0 70.0 50.0 50.0 �' i'1 (m.w i I aI 25-1/2' 49-5/8" 70A. 70.0 70.0 -70.0 50.0 50.0 16" - - 50.0 50.0 --50.0-' 50.0AA I: I'f d'O $ 36' ...50.0 50.0 50.0 50.0 50.0 50.0 40' 66' - 50.0 50.0 50.0 50.0T-'�-�' O w 18-1/8' 70.0' 70.0 70.0 70.0 50.0 50.0 42' - ~50.0 50.0 50.0 50.0 Id a N -_. _..._.... ---- 25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48' - 50.0 50.0 - - �O~ ­1 _.____._. .._....__. 36 1 50.0 50.0 50.0 50.0 50.0 1 50.0 52' - - 30.0 50.0 - - VENT TOP RAIL VENT TOP RAIL C1 p Ili d 18-1/8' 70.0 70.0 70.0 70.0 50.0 50.0 30" : 70.0 70.0 70.0 70.0 50.0 50.0 d 00 m (� 25-1/2- 62' 70.0 70.0 70.0 70.0 50.0 50.0 36" -,-� 50.0 50.0 50.0 1 50.0 14 14 a O< •+ 36' S0.0 50.0 50.0 50.0 50.0 5010 40' 72' 50.0 50.0 50.0 1 50 0 _ ti 18-1/B+ 700 70.0 70.0 70.0 50.0 SO:D _ 42" - - 50.0 50.0 - - 14 n^ 14 _ Q w j a 25-1/2' 71' 70.0 70.0 70.0 70.0 50.050.0 48' - - 50.0 50.0 - I�_-_- I W 2 E 16' 1 - - 50.0 50.0 50.0 50.0 30' - - 50.0 50.0 50.0 50.0 � C . Z m- .w+' h_J L 18-1/8 .0' 70.0 70.0 70.0 70.0 50.0 50.0 36' �, - ' - 50 50.0 50.0 50.0 W 01 2 � � �I J 25-1/2" I 75- 70.0 70.0 70.0 70.0 50.0 50.0 40" - - 50.0 50.0 - - MTG. RAILS MTG. RAILS 36• - - 50.0 50.0 50.0 50.0 42' - - 50.0 50.0 - - ^� 30' - - 50.0 50.0 50.0 50.0 - S 91, -- 36' - - 50.0 50.0 - - n 30" 96. - 50.0 50.0 1 50.0 50.0 3 0 C3 14 ES;, 01 VENT BOTTOM.RAIL VENT BOTTOM RAIL z Z Y m L45IpMos 14 5: 0 m y z z z INTERIOR FRAME DIMS .� nia o p I I I � � I EI I , � _q' I ' 74 I� FLANGE FRAME ( 2 INTERIOR FRAME INTERIOR FRAME h INTERIOR FRAME DIMS WIDTH i i' - WIDTH �' SIDE STILE SIDE STILE h I (1/SH) (2%SH) REINF. `LRKR REINF. 'FMTR' ' - 1liiTnlRR FLUSH FRAME ; (3/5H) `�� 1. F I21bi�� o (2/,5H) i W � ` INTERIOR FRAME DIMS i Sealed:3/9/2021 __ __.__._..__....... NOTE: Na 81229 GLASS CAPACITIES ON THIS SHEET ARE MOv. VENTS MOv. VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS) 70 BE 3/5 OF TO BE 3/5 OF AND FLORIDA BUILDING COMMISSION I drawing THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 -2(:no. FIN FRAME UNEQUAL LITES (ORIEL TYPE) FL #295I I '7rTr111 111%r'`` [sheet 0 I EDGE DIST. TYPICA:_ANCHORS I �v __.._._ - - -SEE ELEV. 1BY WOOD BUCK FOR SPACING 11(i (.. SEE NOTE ON SHEET ( 1I�I;y/ Z r_- --_----=i �q ° .d ' �' 'd " .I ° STRUCTURE I i MMETALBULLION k LUM LKNI ANCHORS a' . e g EDGE DI . I I SEE.SEPARATE APPROVAL I I Z�'; EDGE DISTL`.I I a C % 0. -------.4 ---------' �p � Ll ; 1g Q, I I Q dT i ( TYPICY,L ANCHORS YPICAL ANCHORS TYPICAL ANCHORS a W y p 1 SEE ELEV. I-SEE ELEY. SEE ELEV. L7 FOR SPACING FOR SPACING FOR SPACING =M S j . _..._.._._- TYPICAL ANCHORS: SEE ELEV. FOR SPACING I l I f WOOD BUC___KS AND METAL STRUCTURE NOT BY 'VIWINCO' 110 WOOD SCREWS (GRADE 2 CRS) m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 4 AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 03 0 Qi I REINF. 3/18' DUl TAPCON BY 'IT1N' (Fu.125 KSI,Fy=11X1 KSI) •° AS REDD. WEEPHOLES: i! SEE SHEETS THRU 1BY BUCKS INTO CONC. OR BLOCKS y _ s tr 4 W1 = 1/8" X 1" WEEP SLOTS AT 2" FROM EACH END 1-1/4" MN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = a O W2 = 3/16" X 3/8" WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z rn O ig O DIRECTLY INTO CONCRETE OR BLOCKS N 1-1/4" MIN. EMBED INTO CONCRETE (BEAD/SILL/JAMBS) U na m E gI 7-1/4" MIN. EMBED INTO BLOCKS (JAMBS) cYJ z r J10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) rn C 0 0 INTO F.B.C. APPROVED MULLIONS Z=z 'O n W vy i II INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 3 in O (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS °0 r� 61 .,....,.. .... ....0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) = STEEL: 1/8" THK. MIN. (Fy 36 KSI MIN.) II (STEEL IN CONMCT WITH AlUMR1UM TO BE PLATED OR PAINTED) 1 1 7 TYPICAL EDGE DISTANCE (I i I i INTO CONCRETE AND BLOCKS 2" MIN. o; 1 INTO WOOD STRUCTURE = 7" MN. Io i 18 INTO METAL STRUCTURE = 3/4" MIN. Jcl WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. -i1o) 1/4"SPACERS CONCRETE AT HEAD, SILL OR JAMBS f•C - 3000 PSI MIN. 'I�. I`v C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PA MIN. „ip;1 I _..... .L / - I C m FLANGE FRAMES I r, v \ � 71UnTtuT� W2_ 18Y WOOD BUCK Sealed:3/9/2021 �`b�. ���• '�.; �p . .• I < ° • yy _J-` _ SEE NOTE ABOVE NO.1"223 aasLt KSI S if C KCRETE d .�C \3a I + �� .CON�RE7E • S/8•X 1/4"CONTINUOUS STRUCTURAL SILICONE AT SILL u��`--' y TYPICAL ANCHORS v `,TO BE MIN. ULTIMATE STRENGTH 100 PSI PER ASTM C1135. drawing no� • SEE ELEV. " > -. s ., SILICONE COMPATABIUTY WITH SPACERS, FRAMING MEMBERS. i •••., A•1 EDGE OI5f. FOR SPACING PANT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. / 1.7—20F j ._.. _. —� SILL OPTION WITHOUT FRAME ANCHORS FL #29511 !%��,,,T111tttw,,� sneer 5 of to M1 1/4'MAX. INTERIOR FRAME WIDTH 1/4'MAX. 1 ...SHI/I SHIMS_REINF Z AS E REOD. O I I /r� _____ !+.T... oTM!......._.,.._...___ - ('SEE SHEETS .1 BY WOOD SUCKS V U> / TYPICAL ANCHORS I `. D.L_CRG. _ 4 /// 3�4 � SEE NOTE IXd SHEEP i t/4'SHIM 1—SEE ELEV. ~� i a 16 MAX. FOR SPACING O p 6:0' TYPICAL ANCHORS _....- __.._ ._. �❑ t ❑ R2L�Z"BUCK CI t SEE ELEV.�• ❑ .____ _ .._ - __.. .._ I TYPICAL ANCHORS ______ -._-.. o -.. 1( FOR SPACING WOOD CTURE FOR SPACING cl P_♦o o 2 F ji �✓ EXTERIOR 6 v o PETAL !e... Dl.OPG. ; o _.___ .._.- STRUCTURE VENT WIDTH TYPICAL ANCHORS SEE EL.LV v_ FOR SPACING SHIMS ............_.�_..........._-.........._, h F.B.C. JJjj I p rn APPROVED CUPPED MULLION t Z Q !-'h MULLION ANCHORS ❑ E SEE SEPARATE APPROVAL : /:<•. _ +� Z ll. . '.. S Z N INTERIOR FRAME WIDTH / INTERIOR FRAME WIDTH Y 8 Q m O o r-----1 l _ Z. w v —_ 5;aaddm a. co ......r. o O�� i O - / I I teY C3 i - i p __ - WOOD BUCKS - W _ Y TYPICAL.ANCHORS EXTERIOR c SEE ELEV.FOR SPACING FLANGE FRAMES �I a' F Sealed:3/912021 No,Bi223 o I ji I k a drowir,g b-'n Li 9-20F] FL #29511 f�i +nmlT��� s[neei 6 of 1p TYPICAL ANCHORS vs SEE ELEV. FOR SPACING I EDGE Q1ST O nJo - FLUSH FRAMES CAN BE USED AT ALL SUBSTRATES 1 �g o 8$I U O SHOWN ON SHEETS 5 AND 6. a C4 >ll� IL� VII 0 Q I RR Oao� O U 1 1/4'MAX_. _ INTERIOR FRAME WIDTH 1/$MAX- 0.5 gg dl SHIMS ~ .1 SHIMS W Z 4 L - I D1 1 LL C7 Ip�_ u�11,I 01 1 �W�fF -_-- I a CO a, w n E• I i • �� i— — — '' 3 9 l K 3 I1 i / EXTERIOR w ULZI Or (I TYPICAL ANCHORS a ii I i SEE ELEV. ' FOR SPACING I { _i APPROVED CUPPED MULLION S MULLION ANCHORS SEE SEPARATE APPROVAL INTERIOR FRAME WIDTH INTERIOR FRAME MOTH O yL _ j , Sealed:3/9/2021 FLUSH FRAMES to c, 1 -- T y O _ i O ET No.1111223 _ 8 CONCRETE' e . TYPICAL ANCHORS — — — — _ SEE ELEV. •��� drawing no. FOR SPACING i KCAL ANCHORS EXTERIOR .%• �•` �9-20F EDGE DIST. _.__.._..__.., SEE ELEV. FOR SPACING ��•• \` .. FL #29511 ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS f v 1 SI SEE ELEV. EXT. OR INT. FINISHES : POR SIOACNiG NOT BY VIWINCO ' zs TYPICAL ANCHORS: p :4$ Z 3 FIN FRAMES: SEE ELEv. FOR SPACING : .. W " is—SNS (GRADE 2 CRS) : O D`�I \ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O._. _ __:._......._.-_ 1_1/2" MIN. PENETRATION INTO WOOD 0 I 1/2' MIN. EDGE DISTANCE .0 t a g VoWH it 0 Q i o W W m f 7 � o OI J 1/4"MAX. INTERIOR FRAME WIDTH 1/4 "MAX, d I Y GAP GAP = II 1/2"MIN. I 1/2"41N, _ EDGE DIST. I D2 EDGE DST. 0 0I ' WI N oQm U o � 20k, '. / �IZ�z� lut oho Uwza Z= w o 0 5;OOD2 i I / 1 ca G1 � I — — — — I` c TYPICAL ANCHORS EXTERIOR SEE ELEV. FOR SPACING -- _ AMES FR i•� ; /1 - i 0 Sealed:3/9/2021 ? `• , ; �!n !' --- _ No 89223 dro[wm no. W i 9-2OI TYPICAL ANCHORS \ '•'•,• ` `C 9 FOUR SPS ACING FL #29511 '�4�11� 11t���\` sheet ILf 10 1 r...1.430--i 2.075"- 1250 .070 I - 1.140 T,p. L__ --1.26s-••jI ......_... l � gN' 31 -070 -- F===A 2.000 t 2.000 'jJ __t q00 f w 2.798 2.798 I .310-+1 I d w ., Q .10Y7P0 Q --� (1 FIX. VENT TOP RAIL t,e) FIX. VENT SIDE RAIL I G y LLB; j 1_ _.._ 1.430� ..._.1.765 !a¢ '' is C Gd .228T �..__1.992--"-� .228 -1.992 c 070 I T- ¢Z 640 [(--�� TYP. 1.265 .234= Q w" u N. l../� 070 1.430 -2£ a FRAME HEAD (FLANGE/FLUSH) 017: FRAME HEAD (FIN) 1- .._�!. T� _ J 0 2 1.616 2.000--i r-----2.000•-••-- ❑�� i T I ❑ `.5) FIX. VENT BOTTOM RAIL C_9i MOV. VENT SIDE RAIL LuQ I 2.075 �!�".07P0• 2.'75 1.430 3 0 671 ,7E� ' -� r� T Z 8 4,034 �:....:_... 4.039 1.140 .•� 1YP. 350 = a 070 1.765 j w IYP. L_ t.o88+i V rn C3 C3 z a � O Q j C4J REINF. !�-1.527 f o c -j O o .228 1.250#---.-2.798 228 J MOV. VENT TOP RAIL Z LLJ = �- CG FRAME JAMB (FLANGE/FLUSH) �24J FRAME JAMB (FIN) -1.979 � .-4.039 -..... _--4.039 -- ! .404 is .404 1.767 7.110 070 1 TYP.Typ. , .080 2.000 54 �L 4.--1.430 U .754 . . jl { 080 } �.' MOV. VENT BOTTOM RAIL TYP. + 1.250 _ 1.1751-2.075---++ ------ -t G� ulo �3l FRAME SILL (FLANGE/FLUSH) FRAME SILL (FIN) \;��� /��• ��i� Sealed:3/9/2021 I -.358 351 .`,� .81223 F. L_ _..__....._..... - 598 .330 .. ...._ .� .060 M. i I�-.174 --.065 '�""-.051 ; � j dr ing no. ASS � ••'' �'�,�.�r h 19-20F '10 SILL RISER �tl GLAZING BEAD �2i FLANGE ADAPTER' vENT SUPPORT FL #29511 -t�`� �!l It ltl Fll�� `sheet 9 of 10 ITEM PART/ QUANTITY DESCRIPTION MATBNAi. IIAN�./SUPPLIER/REIIARICS I• Ii5.l 1 8917 1 FRAME HEAD(FIANCE/FLUSH) RIGID PAC DECEUNINCK N) 1A 8917 1 FRAME HEAD FIN RIGID PVC DECEUNINCK - 2 8918/8919 2 FRAME JAMB(FLANGE/FLUS)4) RIGID PVC DECEUNINCK z 2A BB18/8919 2 FRAME JAMB(FIN) RIGID PVC DECEUNINCK Q Z q 17j 3 8911 1: FRAME SILL(FLANGE/FLUSH) RIGID PVC —f DECEUNINCK I Q f Z i0 3A 1 8911 1 IFRAME SILL(FIN) RIGID PVC DECEUNINCK 00 n'pp 4 5313 1 FIX.VENT TOP RAIL - RIGID PVC DECEUNINCK I 0 y N -..._..........._. tv S 5309 1 FIX.VENT BOTTOM RAIL - RIGID PVC DECEUNINCK �w _ G 6_ _- 5308 1 MOV.VENT TOP RAIL -1.-- RIGID PVC DECEUNINCK....___ 0 H M1 7 5305 1 MOV.VENT BOTTOM RML RIGID PVC DECEUNINCK 0 G. .. ........ aI . 8 5307 1 FIX.VENT SIDE PAIL RIGID PVC DECEUNINCK cy C F y i 9 5306 1 MOV.VENT SIDE RAIL RIGID PVC DECEUNINCK O It O i 10 $142 1. SILL RISER RIGID PVC DECEUNINCK y y 11 5144 AS REOD. GLAZING BEAD RIGID PVC DECEUNINCK 4=w LL » 12 8346 AS READ. FLANGE ADAPTER - - RIGID PVC DECEUNINCK 14 6608 AS MO. REINFORCING 5105-T5 i 16 3515 AS REOD. POLYPILP WITH FIN WSTRIPPING - ULTRAFA13 17 7531 2 VENT STOP - CENTRAL PLASTICS _ / 18 M4OT 2/VTE SETTING BLDCK_ EPDM 18 PHILLY 19 AS REOD. EXTRUDED ALUMINUM SCREEN (OPTIONAL) LEADING EDGE n � 1 20 6609 1 l 1 VENT SUPPORT 6083-T5 - S ��MITERED WELDED WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE. �I CORNERS EXTRUDER NAME, CITY AND STATE. _ d I m S _LYjz m HARDWARE: v z= METAL SWEEP LOCK WITH ADJACENT KEEPERS FRAME CORNERS BY 'TRUTH' LOCATED AT 12" FROM EACH END OF MOVING VENT TOP RAIL VINYL TILT LATCH BY 'FOUR-JAKS' AT EACH END OF MOVING VENT TOP RAIL METAL PIVOT BARS BY 'FOUR-JAKS' LOCATED AT EACH END OF MOVING VENT BOTTOM RAIL 4, NIGHT LATCHES BY 'FOUR-JAKS' LOCATED AT UPPER VENT, 3" ABOVE MEETING RAILS of CONSTANT FORCE BALANCE BY FOUR-JAKS' �.... ONE IN EACH JAMB -MITERED WELDED 01 o 1 CORNERS `\\�Illilllli/\. 0 Sealed:3/9/2021 �P' L1csNSF •� d g ;�No.01228 ST ��� drowinq no. VENT CORNERS ,ell 19-20F FL #29511 //f/IUT u1Nl`\ she FF 10of 7C