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HomeMy WebLinkAboutProduct Approval (3) y�U c� 4 .^ Z m O T9 �E Q f 2 N EL a • OWO�m c� N N � O�i'm p 0 1 z1, paa � OaZD N a W In LL N W In a 1/6"TEMP. GLASS 1/6"ANN. GLASS u'?OIn JZMa0 1/2"AIR SPACE- 9/16-AIR SPACE Q w m f 1/6"ANN. GLASS 3/32"ANN. GLASS = � ~V\( .090"Interlayer 090"Interlayer v Trosifol PVB Trosifol PVB qINSTA� By'kuraray America, Inc.' By 'kuraray America, Inc.' 3 o 0 1/8"ANN. GLASS 3/32"ANN. GLASS Mw Cm SILICONE ~m SILICONE _ z DOWSIL 1199 z DOWSIL 1199 w In OCEA rn 11 rn 17 m Q rn VINYL DOUBLE HUNG W1NDUTYti IL.m.i.� ;i S 0 'SU-D' ST. STEEL U-SHAPED 'SU-D' ST. STEEL U-SHAPED U=d DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I, 41 DUAL SEALED SPACER DUAL SEALED SPACER Z Y N EMBEOED IN SEALANT EMBEDED IN SEALANT - —U Z CHARTS SHOWN ON SHEETS 3 AND 4. OR OR 0 -, c 'DURAUTE' WARM-EDGE SPACER c 'DURALITE'WARM-EDGE SPACER 0 m'0' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE BY'QUANEX' g BY'QUANEX' S U LJ Z COMBINATIONS OF D.H./D.H. OR DOUBLE HUNG WITH OTHER ° z Z=caa W WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Fa 18 1& u 3 wo '0F.B.C. APPROVED MULLIONS IN BETWEEN. 0 Go M a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GLASS TYPE 'A GLASS TYPE 'B' WILL APPLY TO ENTIRE SYSTEM. 15/16"OVERALL INSUL. LAM. GLASS 15/16"OVERALL INSUL. LAM.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE GLAZING OPTIONS REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR o NON HIGH VELOCITY HURRICANE ZONE. c n 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 2 o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. In 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. LARGE MISSILE IMPACT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c d ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Sealed:3/9/2021 FL #29512 2 O^o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATCOME INTO OTHR L11111/ m < SHALL MEET THE REQUIREMENTS OFCTHEITH 20 0 FEORIIDA IBLDG. ODERIALS& ADOPTED STANDARDS. A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION•PURCHASE AND \ � INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION �\ THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED \ ��; 10ENSF'••,• ON THIS DOCUMENT. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY I a OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF N ALTERED BY ANY MEANS. O 87223 — WATER INFILTRATION RESISTANCE ETC. s„ = 3 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - _ o AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ®•'•, S7A ° � drawing a no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE / L •�®�\� MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. � •• P 0•'ggg\\;; 19-16F ILABEUNG ACCORDANCE COMPLY WITH SECTION 1709.9.FLORIDA BUILDING CODE. D—THE PROFESSIONAL EN ENGINEER OF RECORD RTHATAPREPARED R.SIGNATURE OF /,�/����p1111111' \\\ sheet Of I O 52' 52" 52" >j INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH /h 47 7/8" 47 7/8" 47 7/8' �Y 1 m VENT WIDTH VENT WIDTH VENT WIDTH Z 44 1/4" 44 1/4" 44 1/4" C n D.L. OPG. D.L. OPG. D.L. OPG. f'w N a Q a 'I o 12" MAX. 12" MAX. 12" MAX. o w- HEAD/SILL HEAD/SILL HEAD/SILL 0. N C 4"MAX. 4'MAX. 4" MAX. p HEAD/SILL A HEAD/SILL HEAD/SILL 2 0�i Yp114 u CORNERS CORNERS CORNERS O w 0 p�rm1 0 Q IL Gp ° II 1 D2 W Z OJ J ~c ao •/ � t� co II •I� �I - rc ao •/ U U II II II c� _ n w w II II it m m U II o o II �Q 3 0 II I �m w �m w II II II u \Ua II •()� I� i�_' v x 'n o ii �✓ ii < _ � U %% < x N o ii .f✓ li � o�o II II �FF J \Z < J II II O O m I� II it II II it Z Z Y Z n C II C1 C2 II s p m n UwQ�- ci N In rn 'o O m FALSE MUNTINS �'m" m Z w ]co a (SURFACE APPLIED) 44 1/4" ¢ 44 1/4° �¢¢ 44 1/4' MAY BE USED D.L. OPG. °a cUi D.L. OPG. c v D.L. OPG. < v 46 7/8'MAX. 46 7/8'MAX. 46 7/8"MAX. VENT WIDTH VENT WIDTH VENT WIDTH SILL OPTION FLANGE FRAMES WITHOUT FRAME ANCHORS FLUSH FRAMES FIN FRAMES SEE SHEET 5 0 TYPICAL ELEVATIONS N N DAYLITE OPENINGS: N UPPER VENT WIDTH = INTERIOR FRAME WIDTH — 4.125 `o 0 LOWER VENT WIDTH = INTERIOR FRAME WIDTH — 5.125 y `o UPPER DLO WIDTH = VENT WIDTH — 3.625 LOWER DLO WIDTH = VENT WIDTH — 2.625 �� ��•.•...... DLO HEIGHT = INTERIOR FRAME HT — 7.750 ��•' VoeN3@ . o 2 No.87223 Sealed:3/9/2021 '�0% srA c Cy�� drawing D no. �iip �� 19-16F FL #295-12 /////f111I1 11��� sheet 2 of 10 EQUAL LITES WINDOWS EQUAL LITES WINDOWS �U DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF O 0 ❑ (� ❑ LL GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'A' GLASS TYPE 'H' m INTERIOR INTERIOR rn FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' �� Z D WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) a a Q F. J 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 I- 25-1/2" 25" 70.0 70.0 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 a 1 e N 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 66, - 50.0 50.0 50.0 50.0 Q w O�'0 C.)N 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 VENT TOP RAIL VENT TOP RAIL G 25-1/2" 37-3/8" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 O 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 39.9 39.9 to () ui.ni 18-1/8" 70.0 70.0 70.0 70.0 50.0 1 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 a 0 m o 14 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 36" 70.0 70.0 70.0 70.0 50.0 50.0 14 14 G IL 0 G .i 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 72" - - 50.0 50.0 50.0 50.0 0 o NN 0 N G 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 50.0 50.0 %W=LL N 25-1/2" 55" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 50.0 50.0 Q {L z o n 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - - MTG. RAILS MTG. RAILS .'.I Z M? w 18-1/8, 70.0 70.0 70.0 1 70.0 50.0 50.0 30" 70.0 70.0 70.0 70.0 50.0 50.0 Q w 01 25-1/2" 62" 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 80, - - 50.0 50.0 50.0 50.0 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42° - - 50.0 60.0 50.0 50.0 I 25-1/2" 71" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - 36" - - 50.0 50.0 50.0 50.0 52" - - 50.0 N50.0 - - 14 B. 0 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 30" - - 50.0 50.0 50.0 EEE 25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 36" 97, - - 50.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 40" - - 50.0 - - O ❑ O w 42" - - 50.0 VENT BOTTOM RAIL VENT BOTTOM RAIL 30" - - 50.0 50.0 50.0 pO36" 96, - - 50.0 50.0 50.0 (3 0-40" - - 50.0 - - zZ42" - - 50.0 - - S OJ O o ❑� ❑ = 'G m - S a z R R Z O i INTERIOR FRAME DIMS a� ut�u �V o u U o O za 14 FLANGE FRAME SIDE STILE SIDE STILE INTERIOR FRAME DIMS N REINF. 'LRKR' REINF. 'FMTR' INTERIOR FRAME WIDTH ri c v o N FLUSH FRAME _ Sealed:3/9/2021 ��`� ��'11FA INTERIOR FRAME DIMS o NOTE: _ No.81223 - _� GLASS CAPACITIES ON THIS SHEET ARE O a G BASED ON ASTM E1300-09 (3 SEC. GUSTS) _� a _ 4 AND FLORIDA BUILDING COMMISSION '•, � DECLARATORY STATEMENT DCA05-DEC-219 ® STA C` QS/. drawing no. �'� 19-16F FIN FRAME EQUAL LITES FL #29512 ''����i®/11111 11 �`` sheet 3 oflp UNEQUAL LITES (ORIEL TYPE) WINDOWS UNEQUAL LITES (ORIEL TYPE) WINDOWS V DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �7 a ❑ 0 4 INTERIOR I e GLASS TYPE 'A' GLASS TYPE 'B INTERIOR m' GLASS TYPE 'A' GLASS TYPE 'D' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' FRAME DIMS. REINF. 'LRKR' REINF. 'FMTR' REINF. 'FMTR' EJ Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 0 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 a w N al 25-1/2" 49-5/8" 70.0 70.0 70.0 70.0 50.0 50.0 36' - - 50.0 50.0 50.0 50.0 O Q d S p 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" - - 50.0 50.0 50.0 50.0 0 w n`a , 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" 66• - - 50.0 50.0 50.0 50.0 VENT TOP RAIL VENT TOP RAIL C 25-1/2" 55' 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - 0 t In M, 36" 50.0 50.0 50.0 50.0 50.0 50.0 52" - - 50.0 50.0 - - 14 14 V w•1 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 0'¢ o 25-1/2" 62' 70.0 70.0 70.0 70.0 50.0 50.0 36" - - 50.0 50.0 50.0 50.0 14 14 0 a C ti 36" 50.0 50.0 50.0 50.0 50.0 50.0 40" 72" - - 50.0 50.0 50.0 50.0 0 0 0 N 18-1/8" 70.0 70.0 70.0 70.0 50.0 50.0 42" - - 50.0 50.0 - - Q W Ili m 25-1/2" 71" 70.0 70.0 70.0 70.0 50.0 50.0 48" - - 50.0 50.0 - - u•Z w 36" - - 50.0 50.0 50.0 50.0 30" - - 50.0 50.0 50.0 50.0 MTG. RAMS MTG. RAILS J Z m G w 'a-1/8 70.0 70.0 70.0 70.0 50.0 50.0 36" B0" - 50.0 50.0 50.0 50.0 Q w m f 25-1/2" 75" 70.0 70.0 70.0 70.0 50.0 50.0 40" - - 50.0 50.0 - - 36" - - 50.0 50.0 50.0 50.0 42" - - 50.0 50.0 - - m - - 50.0 50.0 50.0 50.0 30" 91. O v 36" - - 50.0 50.0 - - 30" 96. - - 50.0 50.0 50.0 50.0 [-� 14 3 0 36" - - 50.0 50.0 - - Lr-� �° o�o� o�oa o � o ❑ a4 VENT BOTTOM RAIL VENT BOTTOM RAIL o Q o Lj 00a m 14 z U Z N O0 ae INTERIOR FRAME DIMS a� O > a 14 FLANGE FRAME SIDE STILE SIDE STILE 4 INTERIOR FRAME INTERIOR FRAME - INTERIOR FRAME DIMS WIDTH WIDTH REINF. 'LRKR' REINF. `FMTR' O c v FLUSH FRAME g (3/5H) fI1i,7� o (2/5H) i; ': Sealed:3/9/2021 ��.��, .... �, ,� m INTERIOR FRAME DIMSc''•,`� m o ¢ i _ - - NOTE: _ •. No.Bf22 z GLASS CAPACITIES ON THIS SHEET ARE BOTTOM VENTS TOP VENTS BASED ON ASTM E1300-09 (3 SEC. GUSTS) .0 TO BE 2/5 OF TO BE 2/5 OF AND FLORIDA BUILDING COMMISSION %�'•, � THE WINDOW HT. THE WINDOW HT. DECLARATORY STATEMENT DCA05-DEC-219 0 '•, STA �� drawing no. 19-16F FIN FRAME UNEQUAL LITES (ORIEL TYPE) FL #29512 '/���� l\\\\\�` sheet 4 of 1p EDGE DIST. TYPICAL ANCHORS Ly SEE ELEV. 1� 1BY WOOD BUCK FOR SPACING XDI-I _-o 2 SEE"NOTE ON SHEET 1 : ; ..e eMETALF.B.C.APPROVED 'I Z"n °a " ". STRUCTURE I e n MULLION R MUWON ANCHORSSEE SEPARATE APPROVALEDGE DIST. \ I I EDGE DIST. 'I Q o L I' 0b In 0 0 0 0ao< � 0.3E 16 M�Z9 � 7a, CHORS TYPICAL ANCHORS TYPICAL ANCHORS Q W N LL c . SEE ELEV. SEE ELEV. LL z o f iI II i FOR SPACING FOR SPACING FOR SPACING �1 11 Q W In�C ~ a TYPICAL ANCHORS: SEE ELEV. FOR SPACING o WOOD BUCKS AND METAL STRUCTURE NOT BY 'VIWINCO' ,�10 WOOD SCREWS (GRADE 2 CRS) m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES o I: II Ii REINF. N As REDD. AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 ' III SEE SHEETS 3 0 LWEEPHOLES: 3/16" DIA. TAPCON BY 'rrw' (Fu=tzs K51, Fy=100 KSI) THRU 1BY BUCKS INTO CONC. OR BLOCKS z "Q _ W1 = 1/8" X 1" WEEP SLOTS AT 2" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 76 w W2 = 3/16" X 3/8" WEEP SLOTS AT 3-1/2" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 6i rn DIRECTLY INTO CONCRETE OR BLOCKS e � o a m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) U 0 a m F Z t4 II11 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) > —yu z r X iI 410 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O O o W 5 INTO F.B.C. APPROVED MULLIONS Z w =a p OR 0 z INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 3 ut o$ dII o i (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 00 n y ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I y II TYPICAL EDGE DISTANCE T NTO CONCRETE AND BLOCKS = 2" MIN, `o INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. � WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. �O 1/4"SPACERS CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. bi © o 20 o a FLANGE FRAMES wt ' 3 W wz Sealed:3/9/2021 `. 1BY WOOD BUCK �$ SEE NOTE ABOVE No. 3 KSI v> ."CONCRETE CO ORETE a v\�8 \ o„ °v' 5/8"X 1/4-CONTINUOUS STRUCTURAL SILICONE AT SILL N e'. a TYPICAL ANCHORS P TO BE MIN. ULTIMATE STRENGTH 100 PSI PER ASTM C7135. ® drawing v no. ° SEE ELEV. e P SILICONE COMPATABILITY WITH SPACERS, FRAMING MEMBERS, FOR SPACING PAINT AND/OR SUBSTRATE TO BE VERIFIED BY OTHERS. i � ' ®��� 19-16F EDGE DIST. I iy a�®•�'• SILL OPTION WITHOUT FRAME ANCHORS FL #29512 '//TIT°1f I,YttYV sheet 5 of 10 y.tj m 1/4°MAX. INTERIOR FRAME WIDTH 1/4'MAX. SHIM REINF. SHIMS Z VENT WIDTH AS REOD. 1BY WOOD BUCKS Q Z w 7d OD SHEETS SEE NOTE ON SHEET 1 1/4"SHIM T EI ANCHORS D.L.OPG. 9MAX. FOR SPACING X O 8 o 0 I6 QWN�.� TYPICAL ANCHORS TYPICAL ANCHORS 2BY WOOD BUCK d E N SEE IN ❑a �❑ v.o FOR SPSEE ACING �OOOR a WOOD RUCTURE O tlj M n FOR SPACING o - v G a 0 0 1 C, Q/°��� � Z� fV O r--�•O I _ _ W _ _ Z w w J OO6 J aWm€ e" > m m B EXTERIOR B N METAL D.L.OPG. p a STRUCTURE TYPICAL ANCHORS ' VENT WIDTH SEE ELEV. z FOR SPACING 1/4"MAX. _ SHIMS F.B.C. m APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL ln1L Q=11 Z a j a INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 5 U Z N 6 9 O o Z.`�. II II O � Z2lQ�W Z I I ' m m a -_- - -0 0 w. eGal owe I _ _ 1BY o I WOOD BUCKS TYPIAL SEEC ELEV. NFORRSPACING CHOS EXTERIOR FLANGE FRAMES ".y O Sealed:3/9/2021 � L\GENS�c'• i o a a /± No..89223 0 � ��Q'••. STA ,���� drawing`no. 19—196F FL #29512 ��ii��11jj1\\\�` sheet 6 of10 S TYPICAL ANCHORS SEE ELEV. 1O FOR SPACING j EDGE DIST. O1 0 nW N a ...., , ., AT SUBSTRATES �,m u FLUSH FRAMES CAN BE USED A �o 0 a SHOWN ON SHEETS 5 AND 6. 0 w N I �o� 0 O G'a Al 0 t V o>m a aILam oaoo � 1/4°MAX. INTERIOR FRAME WIDTH 1/4•MAX. 0 H y m SHIMS SHIMS Q W a N D1 LL z"=o Kos li it 2 Q w m f I III J 44 Q o O I 0 0 I I - - 3 II a❑ r I o ul�liii o eGv�i .. z = Q°i ( s - ----_ ----_- - rn � m� Ora UKo k I° it Illi zUz o _ _ ._.._.. av S N W p li 0 EXTERIOR o o^ 0 II II II -o cS, U W Z v I II I U O N I, O.0 = TYPICAL ANCHORS a J SEE ELEV. o FOR SPACING II pit i F.B.C. APPROVED CUPPED MULLION li rr& MULLION ANCHORS it it II -- SEE SEPARATE APPROVAL I!I! INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH I Il li� r---T y II II y I II II ii ) �❑ ,i i I ❑� Sealed:3/9/2021 0 r i 1 1 i Q FLUSH FRAMES `s a o ❑ 3 _-_ - Q I Q 111111111/// c W1 I o I�u1a� I I �1ruV1i e ` � /nn/// 44 No.61223 I(UuuFU�/Q CONCRETE d TYPICAL ANCHORS U ��•• � V° 0.. — — ." SEE ELEV. ®q�••. STA C• G(/ d/awing no. FOR SPACING TYPICAL ANCHORS EXTERIOR '�.,C`yaDe•' o••• ®W� 19-1 6F EDGE DIST. SEE ELEV. FOR SPACINGS®• •• y`��� FL #29512 /�/////IIII 111�� sheet 7 of10 i TYPICAL ANCHORS > u ILLUSTRATIVE DTLS. ONLY SEE ELEV. � EXT. OR INT. FINISHES FOR SPACING tO NOT BY VIWINCO I TYPICAL ANCHORS: Z q FIN FRAMES: SEE ELEV. FOR SPACING F w #8 SMS (GRADE 2 CRS) O o c�j J O`v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 w cq N O ❑ 1-1/2" MIN. PENETRATION INTO WOOD IL o N 1/2" MIN. EDGE DISTANCE 0 G N M OCw~n OO 1A ppao< ° A2 ONNrc � Q wZaN LLz�_m Q wmf I I I. IIr 4 lii � o � m J p 3 I f 1/4"MAX. INTERIOR FRAME WIDTH 1/4"MAX. 3 II i GAP GAP v Z 1a O 1/2' MIN. 1/2' MIN. O. �E EDGE DIST. D2 EDGE DIST. 0'+ ✓} s � � Z ?0 3 x I I� '' O O 0 i Z O L m W ❑� a❑ S4 V Z=6 Z wH Ei3�0� O O I O 1 cof a -_-___3F I it �f^��I VTl�ul o a lll�ul I III mrT - TYP N EPIC ANCHORS EXTERIOR Sealed:3/9/2021 j FOR SPACING c v FIN FRAMES o C2 � ❑ zo N � m o III w1 ❑ an ```��tt�1��n'��i w2 OCENSF'• — No.81223 TYPICAL ANCHORSSEE FOR SPACING FL #29512' ' ���ffllltTtl`�`` sheet $ of10 r-2.075 I T- 1.265 II n'n 1.430 L%t'ji � 2.075 1.250 Typ .310 O rn .6I 07. Z �m J �- TMP• 1.265 1.430 O ❑ LL ❑ •N p Q N I a 5,� o 2.000 2.000 -. .640 O W r°� .0 0 2.923 2.923 ❑� 2.005 G W a TMP a Q UPPER VENT TOP RAIL Q UPPER VENT SIDE RAIL N LL 1.430-1 1.765 O C G Q oo .228 1.992 .2281 l 1.992 1 a N N C 4.039 4.039 TYP. 1.265.070 .234 Q W z 09 N .07011.430 LL Z G °w Q FRAME HEAD (FLANGE/FLUSH) 1A FRAME HEAD (FIN) .640 J i m a U Qw0S 2.000 2.000 1.616 F-1.140- n ❑O� ❑a UPPER VENT BOTTOM RAIL O LOWER VENT SIDE RAIL m N . 67 ir 070 2.075 1.430 I C� O60 350 LE �IrIlU11 0 4.039 a � 4.039 1.140 070 TYP. xM 070 TYP. 1.765 w TYP. O 4�-1.088--I m a m p 14 REINF. i Z �n F----2.99223""--1.228 1.527 Z U Z N I ��O O 1.250 2.923� .228 Q LOWER VENT TOP RAIL U w Z L° Z=CD di Q FRAME JAMB (FLANGE/FLUSH) Q FRAME JAMB (FIN) 1.979 0 �a0�a 4.039 4.039 � .404 .404 1.767 1.140 070 TYP. •T/P 2.000 0 2.000 .754 ^ 1.430 N .754 a o ❑ 080 Q 1.2so TT LOWER VENT BOOM RAIL nP o m 1.175 2.075 1.75-�-2.075- Q FRAME SILL (FLANGE/FLUSH) FRAME SILL (FIN) ����:'�tCENSF' �� c •u a r 36 508 3�30�I IF--�.05 13 51 -=i'�®••,••�N$OTA.8 92. 3 o0 2 .577 40 3 Sealed•3/9/20214174 .188 O60 °d raw- �oi n no5.19-1 6F 10 SILL RISER 11 GLAZING BEAD 12 FLANGE ADAPTER 20 VENT SUPPORT FL #29512 /////1r 1111111��� sheet 9 of T p ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U 1 8910 1 FRAME HEAD(FLANGE/FLUSH) RIGID PVC DECEUNINCK IA 8910 1 FRAME HEAD (FIN) RIGID PVC DECEUNINCK m 2 8912/8913 2 FRAME JAMB (FLANGE/FLUSH) RIGID PVC DECEUNINCK Z n rR1. 2A 8912/8913 2 FRAME JAMB (FIN) RIGID PVC DECEUNINCK C q W Z¢ 3 8911 1 FRAME SILL(FLANGE/FLUSH) RIGID PVC DECEUNINCK F w 9 3A 8911 1 FRAME SILL(FIN) RIGID PVC DECEUNINCK .O 4 5304 1 UPPER VENT TOP RAIL RIGID PVC DECEUNINCK C w N 5 5309 1 UPPER VENT BOTTOM RAIL RIGID PVC DECEUNINCK 6 5308 1 LOWER VENT TOP RAIL RIGID PVC DECEUNINCK Q N r 7 5305 1 LOWER VENT BOTTOM RAIL RIGID PVC DECEUNINCK V q'A 8 5307 1 UPPER VENT SIDE RAIL RIGID PVC DECEUNINCK 0'0 Q °o 9 5306 1 LOWER VENT SIDE RAIL RIGID PVC DECEUNINCK O a~p 10 5142 1 SILL RISER RIGID PVC DECEUNINCK ar ul N p n 11 5144 AS REOD. GLAZING BEAD RIGID PVC DECEUNINCK Q w 7 IL 12 8346 AS REOD. FLANGE ADAPTER RIGID PVC DECEUNINCK 2 0Q 14 6608 V REINFORCING 6105-T5 - Q w m 15 6598 FOAM FILLED VINYL BULB W'STRIPPING - Q-LON, 0375T190 16 3515 POLYPILE WITH FIN W'STRIPPING - ULTRAFAB 17 7531VENT STOP - CENTRAL PLASTICS m � m 18 7240T SETLING BLOCK EPDM TB PHILLY m 19 - EXTRUDED ALUMINUM SCREEN (OPTIONAL) - LEADING EDGE 20 6609 VENT SUPPORT 6063-T5 MITERED WELDED CORNERS WHITE PVC EXTRUSIONS TO BE LABELED WITH PAAtA EXTRUDER CODE, = r7 ao EXTRUDER NAME, CITY AND STATE. 01 .d. J 01 m ]� o U d Z —Yc S C1 0 UuiZ Z=6z FRAME CORNERS C) HARDWARE: METAL SWEEP LOCK WITH ADJACENT KEEPERS BY 'TRUTH' LOCATED AT 12" FROM EACH END OF LOWER VENT TOP RAIL `o VINYL TILT LATCH BY 'FOUR—JAKS' AT EACH END OF UPPER VENT TOP RAIL AND AT EACH END OF N LOWER VENT TOP RAIL 0 METAL PIVOT BARS BY 'FOUR—JAKS' LOCATED AT EACH END OF UPPER VENT BOTTOM RAIL AND LOWER VENT BOTTOM RAIL 0 MITERED WELDED CORNERS - NIGHT LATCHES BY 'FOUR—JAKS' LOCATED AT 11111111/„ d 0 UPPER VENT, 3" ABOVE MEETING RAILS AM �.• �� CONSTANT FORCE BALANCE BY 'FOUR—JAKS' ��•' �1QP-N3,o'••,, m ',I o TWO IN EACH JAMB i g No.89223 Sealed:3/9/2021 " ��®••' FT* /�(y� drawing a no. VENT CORNERS �'%``$��''�•1 '����`� 19-16F FL #29512 '''77/1,111111 ```` sheet 10 of 10 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3• METHOD 1 OPTION D Detailed Product Description: FL29512 Manufacturer:VIWINCO, INC. Date:02/26/2021 Manufacturer Address: PO BOX 499, MORGANTOWN, PA 19543 Model Name:OCEANVIEW SERIES VINYL DOUBLE HUNG WINDOW Maximum Load:+70 PSF,-70 PSF(Large Missile Impact) Installation Drawings#19-16F 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) -Test Description Test Location Test Report Date Test Report# 7/19/2011 B1833.01-109-47 ASTM E283 Air Infiltration Leakage Architectural Testing 1/10/2008 76646.01-109-47 12/5/2007 75147.01-109-47 8/15/2011 B1834.01-109-47 7/19/2011 B1833.01-109-47 ASTM E331& 1/10/2008 76646.01-109-47 ASTM E547 Water Penetration Architectural 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 B1833.01-109-47 1/10/2008 76646.01-109-47 3/26/2014 D0902.03-109-47 ASTM E330 Uniform Static Air Press. Architectural Testing 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 B1833.01-109-47 ASTM F588 Forced Entry Test Architectural Testing 1/10/2008 76646.01-109-47 12/5/2007 75147.01-109-47 8/15/2011 1 B1834.01-109-47 9360 Sunset Drive STE 220 1 Miami,FL 33173 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# 6/30/2011 B1074.01-109-47 1/15/2008 75581.01-109-47 10/14/2013 D0902.02-109-47 11/20/2007 76955.01-109-47 ASTM E1886/1996 Large Missile Impact& Architectural Testing 2/16/2008 80365.01-109-47 Cyclic 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 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: "I I J"// �. F' •.4 Z. No.8 '�3 Jalal Farooq PE#81223 AI-Farooq Corporation EB#3538 Sealed: 3/9/2021 9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com alfarooq@afceng.com