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1631 Beach Ave 10-14 CLIP, STATIONARY PANEL ATTACHMENT FRAME TO PANEL STATIONARY ONLY) 43 1/4 DIAMETER TAPCON - STEEL - - 20-24 SCREW. /8-18 X 1 ATTACHMENT OF CLIP 70 FRAME STATIONARY ONLY SCREW, /10-24 UNC X .500 PH FL 5S, SND 3622198 STEEL BEAD SILICONE ATTACHMENT Of Sltt TO ROUGH OPENING 42 SCREW, /10-24 UNC X .500 PH FL, SS, 11 3622197 STEEL _ - BEAD SILICONE ATTACHMENT OF HEAD TO SIDE JAMBS SCREW, /10-24 UNC X .500 PH FL, SS, WHT 3622196 STEEL -BEAD SILICONE ATTACHMENT OF SILL 70 SIDE JAMBS 41 3 POINT LOCKING MECHANISM 52104 STEEL 4 SCREWS, /8 X .500 ATTACHMENT OF SILL LOCK TO SILL do SIDE JAIABS 40 PLATE, HINGE SUPPORT 57028 STEEL 3.217 3.900 4 SCREWS, /6 X .625 ATTACHMENT OF CORNER LOCKS TO HEAD do SIDE JAMBS 39 CLIP, ATTACHMENT - IMPACT 57075 STEEL GALV. - 12-16 SCREWS, 8 x .625 ATTACHMENT OF HINGE SUPPORT PLATE TO FRAME 38 SCREW, /8-18 X 1" 3620910 STEEL _ - 2 SCREWS, /10 X 1.000 ATTACHMENT OF HOOKBOLT RECIVER TO FRAME 37 STAPLE, 1 2" X 3 4 16GA 4220220 STEEL 12-16 SCREWS, /10 x .500 ATTACHMENT OF HINGES TO FRAME 36 FILLER, STATIONARY PANEL 57056 PVC 1.366 0.377 30 31 PANEL, SILL STOP 57005 ONDAROSA PINE 0.670 0.670 C" 2 SCREWS, /10 X 1.0 ATTACHMENT OF LATCH RECIEYER TO FRAME 35 - - r r� 8 SCREWS /10 x 2.500 ATTACHMENT Of HEAD JAMB TO SIDE JAMB 34 SEALANT MDS0034 35 36 SILICONE - - L 8 SCREWS /10 X 2.500 ATTACHMENT OF SILL TO SIDE JAMB 33 SCREW, /8 X .500 3269050 STEEL - - r ;� ---- - SNAP SNAP FIT SCREW, 10 X 2.500 3621230 STEEL Ffff ATTACHMENT OF SIDE JAMB COVER TO SIDE JAMB 32 / 4 SNAP SNAP FIT A7TACHAIENT OF HEAD JAMB COVER TO HEAD JAMB 31 RIGHT, SILL LOCK 57014 POLYPROPLENE 1.301 1.557 30 LEFT, SILL LOCK 57013 POLYPROPLENE 1.301 1.557 ( fa OTY. DESCRIPTION LOCATION Y9 STOP, GLAZING STILE 51196 PONDAROSA PINE 0.870 0.875 f1 1 1 1 ( 2B STOP, GLAZING RAIL 51195 ONOAROSA PINE 0.870 0.875 f r 1¢ FRAME FASTENERS LIST 27 SCREW, /10 X 3.000 PKDO170 STEEL - - r r i 1LJ i1 r 26 SPACER, 7.000 GLASS 20065 PVC 0.375 0.188 20-24 SCREW. /8-18 > 1 ATTACHMENT OF CUP TO PANEL STATIONARY ONLY 25 PANEL, STOP HEAD 57025 ONDAROSA PINE 0.679 1.500 BEAD SILICONE ATTACHMENT OF TOP RAIL TO STILES 24 PANEL, STOP SIDE 57041 ONDAROSA PINE 0.679 1.500 33 ATTACHMENT F BOTTOM RAIL TO STILES 23 ENT OSEALANT (DOW CORNING) BEAD SILICONE MD50012 42 SILICONE 8-10 NAIL, 1.500" ATTACHMENT Of INSDIE GLASS STOPS TO PANEL 22 WATERBAR, TOP RAIL 57046 POLYPROPYLENE 0.480 0.450 4 NAIL, 1.500" ATTACHMENT OF INSIDE HEAD & SILL GLASS STOPS TO PANEL 21 NAIL, 1.500 X 18 GA 20093 STEEL GALV. 1.500 .049 34 13-14 SCREWS, 8 X 2.000 ATTACHMENT OF LOCK MECHANISM TO PANEL 20 SEALANT (DOW CORNING MOS0012 33 SILICONE - - T 32 6-8 SCREWS 110 X 1.500 ATTACHMENT OF HINGES TO PANEL 19 FILLER, RAIL TOP 57012 FIBERGLASS 1.644 1.572 2 SCREWS 110 X 5-0010r ATTACHMENT OF RAILS TO STILES 18 FILLER, RAIL BOTTOM 57011 FIBERGLASS 1.644 1.952 FILLER, LOCK STILE 57010 FIBERGLASS 1.118 0.688 2 DOWEL, FLUTED 6.500 ATTACHMENT Of BOTTOM RAIL TO STILES 17 FILLER, HINGE STILE 57009 FIBERGLASS 1.118 1.609 kil ® 2 DOWEL. FLUTED 5.000 ATTACHMENT OF TOP RAIL TO STILES 16 - - ® ® LOCATION 15 W/S, GASKET 52172 SANTOPRENE O DTY. DESCRIPTION 14 RA1l, TOP 52171 ONOAROSA PINE 4.438 1.719 PANEL FASTENERS LIST RAIL, BOTTOM 52173 ONDAROSA PINE 8.594 1.719 L-i 1Y STILE, HINGE 57022 ONDAROSA PINE 4.113 1.719 Y y FWO-3180 34.500 94.069 FWO-3180 36.125 95.438 11 STILE, LOCK 57023 ONDAROSA PINE 4.113 1.719 FWD-2980 30.500 94.069 FWO-2980 32.125 95.438 10 LAMINATED GLASS 04170 - - - i FWO-2780 28.500 94.069 FWO-2780 30.125 95.438 9 FLANGE, HEAD 16073 VINYL 2.166 0.394 it FWO-2180 22.875 94.069 FWO-2180 24.500 95.438 8 FLANGE, SIDE 16073 VINYL 2.166 0.394 O FWO-31611 34.500 80.944 FWO-31611 36.125 82.313 7 SEALANT MD50034/35/36 SILICONE FWO-29611 30.500 70.944 FWO-29611 32.125 62.313 6 HINGE ASSEMBLY 57049/50 ZINC STEEL - FWO-27617 28.500 80.944 FWO-27611 30.125 82.313 5 SILL ASSEMBLY 57027 VINYL ALU 1.147 5.265 FWO-27611 22.875 80.944 FWO-21611 24.500 82.313 4 JAMB, SIDE 57019 ONDEROSA PINE 1.234 4.202 FWO-3168 34.500 78.069 FWO-3168 36.125 79.438 3 COVER, JAMB SIDE 57031 FIBERGLASS 1.210 2.911 FWO-2968 30.500 78.069 FWO-2968 32.125 79.438 2 JAMB, HEAD 57018 ONDEERGLROSA PINE 1.234 4.202 FWO-2768 28.500 78.069 FWO-27 8 30.125 79.438 1 COVER, JAMB HEAD 57030 FIBERGLASS 1.210 2.917 FWO-2168 22.875 78.069 FWO-2168 24.500 79.438 ITEM DESCRIPTION PART MATERIAL HEIGHT WIDTH PANEL WIDTH HEIGHT UNIT WIDTH HEIGHT NO. DES. DES. DRAWING REFERANCE LIST T PANEL DiMEN510N5 UNIT DIMENSIONS ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION AS NOTED BY ABOVE PART NUMBERS FWO-3180 2 7 11 VIEW C-C FWO-2980 z 7 11 FWO-2780 2 7 it FWO-31611 2 5 9 MASONRY FWO-29611 2 5 9 43 FWO-27611 2 5 9 FWO-3168 2 5 9 Fwo_2968 2 5 RLDLJ CFdl �EWE D TH THE 9 f,�car.1=€:€r.S .� � . PROVED AS COMPLYINGMII 5 z .�E11 - 76a 2 € . .�L,la fwo 2 _ FloridaIil / OF SCREWS / OF SCREWS / OF SCREWS Buiding Code /��1�C SOUTH FLORIDA BUILDING ODE 9 1 AL1 BEDMEN7 UNIT THROUGH THROUGH THROUGH Amman L'€i4t D'I-UW':' - 11 1.250" DES. HEAD JAMB HINGE JAMB LOCK JAMB X graLa00 E11e � e DATE ���/ t j ACTIVE UNITS B BY 1 7 fist^rtli tsdErod tccr.Cslslfr.€ PROD T NTROL DIVISI 1 1/4' MAX. ' FWO-3180 2 SHIM SPACE FWO-2980 z 7 Df ;E' BUILDING CODE COMPLIANCE OFFICE FWO-2780 2 7 11 " . Q CC - /0%/ / 22 2 FWO-31611 2 5 ACCEPTANCE N0. FWO-29611 2 5 19 FWO-27611 2 5 TIRE Fwo-316s 2 5 UNIT, ASSEMBLY - IMPACT 15 25 Fwo-296a 2 5 FWO SINGLE FWO-2768 2 5 FASTENING DIRECT TO / OF SCREWS / OF SCREWS MASONRY USING TAPCONS UNIT THROUGH THROUGH LH Andersen Corporoiion DES. HEAD JAMB & RH JAMB Bayport, Minnesota 55007 STATIONARY UNITS THcsc oRARIwm me T•wwloco As A SER410E n rWOERS[w CORT•O"T1ow rOR THE 9EHEFIT or IS CUSTWERs. ru.�t REsPOHSIO1L1TT FOR ACCURACY or DESIGN. rIwA1 svcctnunu+s,oRAR1.as mo FOR THE ACTUAL 1HSTM1A11oR SUGGESTED BY TH[sc C '9/28/pp oRARIHGs lies w1TU THE ARCHnECT.EuGIHEER AHD/QR eOHm clog. 8 4/20/00] co►,m1cH1 ANDERsEH cowvoR.T10H rose. ALL R1GMs Rcscmco. - A 8/6/99 g •FSROrDATE DRAWING NUMBER LFREVIs1oN 4/20/00 DADE-FWD-IMPACT Stn. 2 or 4 'i 2' X 6" SPF 1/4' MAX. FWO-3180 26.000 24.875 36.125 r2 WOOD BUCK SHIM SPACE MIN. EMBEDMENT FWO-2980 22.000 20.875 32.125 1.430 (7 DIAMETERS) FWO-2780 20.000 18.875 30.125 4 FWO-2180 14.375 13.250 24.500 4 FWO-31611 26.000 24.875 36.125 FWO-29611 22.000 20.875 32.125 FWO-27611 20.000 18.875 30.125 FWO-21611 14,375 13.250 24.500 FWO-3168 26.000 24.875 36.125 FWO-2968 22.000 20.875 32.125 FWO-2768 20.000 18.875 30.125 24 FWO-2168 14.375 13.250 24.500 UNIT GLASS DAYLIGHT UNIT 27 24 SECTION E-E DES. DIMENSION OPENING DIMENSION WIDTH STATIONARY UNITS 29 39 -- -- ------ 39 38 ------ - ---- -- -- ---- ------- 38 29 t2 21 21 10 INTERIOR 2' X 6* SPF 12 WOOD BUCK I g 7 26 20 EXTERIOR 7 23 15 8 I I 15 tt Y3 20 26 t6 7 17 24.875" MAX. DAYLIGHT OPENING 3 26.000" MAX. GLASS DIMENSION 3 34.500" MAX. PANEL WIDTH 36.125" MAX. UNIT WIDTH 2" X 6" SPF 1/4' MAX. r2 WOOD BUCK SHIM SPACE MIN. EMBEDMENT I 1.430" (7 DIAMETERS) 4 4 PRODUCT RENEWED u�ce:s1;s13iTtg 1�i€t file Florida Buiding Cede AccxPt-ce Ni j 24 EXPir#¢itRR:?aRe�y08 27 24 SECTION B-B r Iiy I ACTIVE UNITS 29 rj IiaTtii Ari-P- ---- r-- - ------- 41 IT 21 21 APPROVED AS COMPLYING WITH THE to INTERIOR 27 SOUTAFORIDA BUILDING CODE DATEBY 2' X 5 SPF PRO ONTROL DIVISIO r2 WOOD BUCK I BUILDING CODE COMPLIANCE OFFICE g 7 R ACCEPTANCE NO. DD��OII•d EXTERIOR 7 23 15 15t t 43 23 26 20 20 26 1E 42 8 TITLE UNIT, ASSEMBLY - IMPACT 40 FWO SINGLE 17 6 3 3 Andersen Corporation EN Bayport, Minnesota 55003 - 24.875" MAX. DAYLIGHT OPENING T.CSE ro.11.Gs ARE PRovloco As scmlu LTr A.oERSE"CORPORATION FOR nK BENErIT Of ITS EDSTONERS. r1NAL RESPONSIBILITY FOR ACCURACY or t1ESIGN,I"NAL SPEC Ir1GIIONS,DRARINGS AND rOR THE ACTUAL INSTALLATION SuGGCSICO B/THESE 26.000 MAX. GLASS DIMENSION C 9,/28/00 o.Iric ucs RnN THE ARCNITCCr,ENGINEER MIO/oR CONTRACTOR. B 20/00 COPYRIGHT ANDERSEN CORPORATION 1996. ALL RIGHTS RLSLRYLD. 34.500..MAX. PANEL WIDTH Al /6/99 APPROYE/DAIE DRAWING NUMBER 36.125" MAX. UNIT WIDTH REVISION '/20/00 DADE-FWO-IMPACT sm. 4 or 4 +r N 41 00 en 40 00 o 40, W A v .b G p •. y c0 O .d .b M ro- a� >, O ¢ U p � — O O o w a 8c bd v zQ `A2 CA •cO, 0 � 4)vzco ;' E ° b '°vdnN o a � A uA 'S x C7 � b c N ,d � O d QOM O b bU g oz '�'O 44 -5 W H M o U oCIS 4= b c F. ul o z Oil O O 4' c, K O. ^ v t�. a) 14 A " to > i rl O N U " 0U." '' y +G gcm � A' r .b ... o ain. o on N as d cCo •,� a� a> a� GD �n z p a� 'j P. o cv eo >, �"j 0 cu p �y d ' O i. O t ++ c�V U aS cn +4 Ca Z 43 W cd 14 K.M cd o oc�10 '° p a� � c° o �'' � CIS cd ov" ab' too °' d Ca aoi ° o - I Q' o 43 ° co o a� P4 Q 9 O a Wz F bb .a.2 ° ^ • [.. o U � A Nb O ; °°Q ,Z, z � avd iUb � „ � pzob ° � z0 c ' � ►aS U poo a� o eve v � U � � O Q? Z •• >, >+4° Q y ' A o �, 004 °' b ° E"' �, Z C,3 o ° •o ° z W w � � bo � ° �" o Z Oq . o d W o aO a p p A z 0 '" > �' .a c x —c,$ b ° ° O v " U �; o `� ( '4 W p map, 'b ' ns<o U U U ° o �r Q 'c Q ' p•2 ° c� .� . p' y W on p �+ Cd am U d c7H �, r. ° � O o �' o � 04. O oA z U M..� y p �. O v CG �. a� p W z o 4 A A E" (� C �� z 'd Z : C �' a� pa".i a� C/] W i4 °A •j u 'o � 0 y II � - � a�aa Z Q � � V1 � � �•� � A � •� � ° o � N A � •� A � � aw � v � o a3 � •� .a ►�•� � � � II I m 8.000 26.000 O.C. - 8.000 A 8.000 MAX. MAX. 8.000 MAX. MAX. ' MAX. i ' 10.000 rT MAX. II MAX. ' MAX. � I f it / � / I / •' 1 • I j B g I 95.25MAX. - --- ------ -iI ----•------ -- 95.250 MAX. ACTIVE j � STATIONARY UNIT WIDTH UNIT WIDTH - i (X) I (0) - I 4.281 STATIONARY FWG-4380 +50/-63 ! FWC-8080 +45/-60 (0) FWG-3380 +50/-63 I 5.500 I FWG-6080 +45/-60 - FWG-2980 +50/-63 - 1 ' FWC-5080 +45/-60 FWG-43611 +50/-63 I FWC-80611 +45/-60 FWG-33611 +50/-63 FWG-60611 +45/-60 FWG-29611 +50/-63 I FWG-50611 +45/-60 II I FWG-4368 +50/-63 ' - FWG 8068 +45 -60 FWG-3368 +50 -63 t FWG-6068 +45/-60 26.000 O.C. FWG-2968 +5O -63 ' FWG-5068 +45 -60 UNIT MAX, TYP OP RATINGS 46.25P I BOTH SIDES UNIT 35.375 , DP RATING TYP j 26.000 O.C. DES. (PSF) MAX. TYP j SIDELIGHT / / BOTH SIDES 2 PANEL 10.000 I 10.000 MAX. ; MAX. j LIAX. I MAX. NOTES: I A I C I i- 50.375 MAX. UNIT WIDTH -1 I 95.250 MAX. UNIT WIDTH 1. INSTALLATION METHODS: WOOD BUCK: THE SILL IS SET 1N SILICONE BACK BEDDING AND THE 2 PANEL SILLS ARE SECURED WITH THREE 110 x 2-1/Y WOOD SCREWS OR IAPCONS. THE JAMBS ARE SECURED WITH FOUR OR FIVE 110 X 2-1/2' WOOD SCREWS OR TAPCONS THROUGH EACH JAMB INTO OPENING. PROtDUCTRENEPYM '+ll THE HEAD IS SECURED WITH TWO TO FIVE 110 X 2-1/2- WOOD SCREWS OR TAPCONS THROUGH HEAD INTO OPENING SPACED Ir FROM EACH JAMB AND 26- O.C. MAX. APPROVED AS COMPLYING WITH THE MASONARY: IAPCON SPACING AND LOCATION IS THE SAME AS WOOD SCREW SPACING AND LOCATION. asCOT,Tplyingwith The FlorMg Buidirg Coda SOUTH f-QODE 2. GLAZING SPECIFICATIONS: _ Acceptance O 7 DAT JNII{ �J HEAT STRENGTHENED: THE UNITS UTILIZE 3/8 THICK LAMINATED CLASS FABRICATED h CO►/POSEO OF TWO NOMINAL 5/32 HEAT STRENTHENEO SHEETS WITH A .090' PV13 CRAY OR CLEAR INNER LAYER Expiration Date 8 MAP1UfACiRED BY DUPONT OR SOLUIIA. BY ANNEALED: THE UNITS UlIL12E 17/32' (.532) NOMINAL THICK LAMINATED GLASS FABRICATED & COMPOSED OF TWO NOMINAL 7/32"ANNEALED SHEETS W17H A .096' GRAY OR CLEAR FNB INNER LAYER t MANUFACTURED BY DUPONT OR SOLUTIA. - EI1 PROD TCONTROLDIVISION I5€ta Dade ProduCt Crontrol GLAZING MET1400: Flil; =n BUILD ODECOMPLIANCEO CE GLASS IS SET FROM IHE INURIOR AGAINST ONE OR IWO COMPONENT SILICONE DEDBEDDING AND THEN THE CLASS IS BACKGLAZED WITH SILICONE. WOOD STOPS ARE USED ON IHC INTERIOR, ACCEPTANCE NO.00- !o ) I.O$ SECURED WITH 1-1/2' FINISHING NAILS SPACED 8' ON CENTER. ;l. CLASS BITE = .563'. TITLE 1. FRAME corLSlRucnoN: UNIT, FWG — IMPACT CORNERS ARE COPED. BUTTED. GLUED d FASTENED USING FOUR 110 x 2-1/2- WOOD SCREWS PER HEAD JAMB CORNER AND THREE 110 x 2-1/2' WOOD SCREWS PER SILL JAMB CORNER. THE SILL FILLER BELOW THE STATIONARY PANEL IS REINFORCED WITH THREE OR FOUR 2- Ec 3/8' RIBBED ALUMINUM ANGLES (RETAINING BLOCK) POSITIONED 2', 24', 42" h 46' FROM FRAME JAMB AND IS SECURED TO THE SILL WITH SIX .250" X .750- BOOS. s. PANEL CONSTRUCTION: Bayport. Corporation EE THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON, DOWEL. SECURED AND GLUED CORNER CONSTRUCTION. THE STATIONARY PANEL 1S SECURED TO THE FRNJE WITH FOUR OR SIX 18 X I' SCREWS THROUGH THE SILL Bo"Ic Minnesota 55003 . ,NEx wAwlNcs.wE Martow ws.xwvlu ar wuwxN cowrownlloN row IN[ INSERT FLANGE INTO PANEL. THE TOP RAIL Of THE SIATIONARY PANEL IS SECURED TO THE FRAME WITH A 1-3/4' x 1-5/8" ANGLE METAL BRACKET. THE BRACKET IS SECURED WITH TWO 18 X 1' ecwcrn or 1n cusr0,aws rm wcSPON618lurr row ACCURA"or 0151 w.rl K SFECIrICA IONS.D-*INGS ONO MA IK ACI-L INSIK 110%SYGCCSICC M 1NCx SCREWS INTO ]HE PANEL do THREE 18 x 1' SCREW INTO THE FRAME. 0wAW1NGS LIES.ITN 1Nc^Wc ITECT.ENGINCEA AND/aw coNIw 1011. B 4/25/00 Coo 1GN1#l"RxN CORPOP W" ,a%. rat wIGHIS xSEW40. THE OPERATING PANEL WAS HELD IN THE GUIDE TRACK USING A 1/2- x 1/2' WOOD/VINYL GLIDE STOP WHICH WAS SECURED TO THE FRAME WITH 18 X 1-112' LONG SCREWS SPACED g ON CENTER. IA12/19/99 A-WW'c/ouc DRAWING FIMBER REVISION 2/19/00 5. WEATHERSTRIPPING: .. DADE-FWG-IMPACT .531' VINYL FLAP, 2 ROWS AT MEETING STILES, ONE ROW EACH STILE. .275" VINYL LEAF, ONE ROW AT STATIONARY PANEL JAMB tt HEAD. .250' DIAMEIER v!NyL BULB. ONE ROW AT OPERATING PANEL MEETING STILE. SNT. 1 or 4 ill FWG-8080 48.000 92.141 FWC-8080 95.250 95.500 FWC-8080 5 5 51 1/4' DIAMETER TAPCON - STEEL - - I FwG-6080 36.000 92.141 FWG-6080 71.250 _ 95.500 FWc-6080 5 3 50 SCREW, 10 X .375' _ STEEL 0.375 0.134 I FwC-5080 30.000 92.141 FWG-5080 59.250 95.500 FWC-:080 5 3 49 SCREW, 8 X .750' STEEL FWC-80611 48.000 79.016 FWC-6061 I 95.250 82.375 fwG-8061 t a 5 48 BOLT, .250" X .750" - STEEL 0.250 0.750 FWG-60611 36 000 79.016 FWG-60611 71.250 82.375 FWG-60611 4 3 47 JAMB, SIDE. SIDE LIGHT ASSEMBLY 50289 PINE/VINYL 1.375 5.875 FWG-50611 30.000 79.016 FWG-50611 59.250 82.375 FWG-50611 4 3 46 STOP, OUTSIDE SIDE LIGHT 50231 ALUMINUM 0.438 1.031 fwC-8068 48.000 76.141 FWC-8068 95.250 79.500 FWC-8068 4 5 45 SEALANT DC 983-2 DC 3-0117 MOS0012 33 SILICONE - - FWG-6068 36.000 76.141 FWC-6068 71.250 79.500 FWG-6068 4 3 44 JAMB, HEAD 51006 PINE 5.875 1.375 3,/8" LAMINATED FWC-5068 30.000 76.141 fWC-SObB 59.250 79.500 FWG-5068 4 3 43 PARTING STOP BRACKET 51051 ALUMINUM 0.632 6.000 CLASS 090 PVB FWC-4380 48.000 92.141 FWG-4380 50.000 95.500 FWC-4380 5 2 42 SEALANT OC 983-2 / OC9-1350 MOSOOt2/42 SILICONE _ _ FWG-3380 36.000 92.141 FWG-3380 38.000 95.500 FWC-3380 5 2 41 SCREWS, 08 X'I' FLAT HO 3620910 STEEL 5/32' HEAT FwC-2980 30.000 92.141 FWC-2980 32.000 95.500 FwG-2980 5 2 40 BRACKET 51173 STEEL 1.718 1.657 5/32' HEAT STRENGTHENED FWC-43611 48.000 79.016 FWC-43611 50.000 82.375 FWG-43611 4 2 39 .250" DIAMETER SILICONE BULB 51019 SILICONE - - STRENGTHENED FWG-33611 36.000 79.016 FWC-33611 38.000 82.375 FWC-33611 a 2 38 SCREW, 7 x .625' 3621100 STEEL = _ FWG-29611 30.000 79.016 FWC-29611 32.000 82.375 FWC-29611 4 2 37 SCREW. 8 x 1.000' 3621110 STEEL 7 FWC-4368 48.000 76.141 FWC-4368 50.000 79.500 FWC-4368 4 2 36 SCREW, 08 X 1.500" 3621250 STEEL FWC-3368 36.000 76.141 FWG-3368 38.000 79.500 FWG-3368 4 2 35 FLANGE, HEAD 50061 VINYL - - FWG-2968 30.000 76.141 FWG-2968 32.000 79.500 FWG-2968 4 2 34 GUIDE, SCREEN 50101 VINYL 1.125 0.988 16 UNIT WIDTH HEIGHT UNIT WIDTH HEIGHT UNIT 0 OF SCREWS / OF SCREWS 33 FLASHING, HEAD 50053 ALUMINUM 1.312 1.335 563' r DES. DES. I DES. THROUGH THROUGH 32 STOP, HEAD PARTING 51039 VINYL 1.030 0.391 CLASS.BITE PANEL DIMENSIONS UNIT DIMENSIONS EACH JAMB HEAD JAMB 31 STOP, HEAD INSIDE 51036 PINE INYL 0.765 0.719 30 RAIL. TOP STATIONARY 51021 PINE 4.438 1.719 29 RAIL, TOP OPERATING 51021 PINE 4.438 1.719 2 - 45 BEAD I SILICONE ATTACHMENT OF SIDE JAMBS TO HEAD JAMB 28 STOP, GLAZING RAILS 51.195 PINE 0.500 0.875 40 1 BRACKET ATTACHMENT OF STATIONARY PANEL TO FRAME 27 RAIL, BOTTOM RAIL STATIONARY 51020 PINE 8.594 1.719 6 36 6-12 SCREWS, /8 X 1.500" ATTACHMENT Of INSIDE STOP TO HEAD JAMB 26 RAIL, BOTTOM RAIL OPERATING 51020 PINE 8.594 1.719 37 5 SCREWS, /8 X 1.000 ATTACHMENT OF BRACKET TO STATIONARY PANEL h HEAD JAMB 25 ASSEMBLY, WHEEL 51052 STEEL - - 37 12-14 SCREWS, 08 X 1.000' ATTACHMENT OF SILL FILLER TO BOTTOM RAIL 24 FILLER, BOTTOM RAIL OPERATING 51050 VINYL 1.855 0.931 42 49 10-12 SCREWS, 08 X 0.750" ATTACHMENT OF SIDE STOP TO SIDE JAMB (SIDELIGHT) 23 BLOCK, RETAINING 51013 ALUMINUM - - 37 4-6 SCREWS. 08 % 1.000" ATTACHMENT Of STATIONARY PANEL TO FILLER 22 FILLER, SILL 51203 V114YL 2.300 1.774 18 14 SCREWS, 010 x 2.500" ATTACHMENT OF SIDE JAMBS TO HEAD JAMBS AND SILL 21 SILL, INSIDE PIECE 50095 ALUMINUM 1.937 1.164 VEM 4 SCREWS, 010 X 0.375" ATTACHMENT OF REIAINING BLOCK SILL (1 PER BLOCK) 20 SILL. OUTSIDE PIECE 50154 ALUMINUM 0.448 3.297 6 BOLT, 0.250' X 0.750" ATTACHMENT Of SILL FILLER TO SILL 19 BREAK, THERMAL SILL 50354 VINYL 1.888 1.938 J/8' HEAT STRENGTHENED LAIAINATED 8-10 NAIL, FINISH 40 1.500 ATTACHMENT OF TRIM TO SIDE JAMB 18 WOOD SCREW, 010 X 2.500' OR TAPCON 3620470 STEEL CLASS CONSTRUCTION OTY. DESCRIPTION LOCATION 17 NAIL, FINISH 4D - STEEL (SAFLEX OR BUTACITE) 16 NAIL. FINISH 1.500' 20093 STEEL - - FRAME FASTENERS LIST 1 15 PLATE. STRIKE 2573562 STEEL - - 14 INTERLOCK, OPERATING 51019 VINYL 0.738 1.925 13 1 INTERLOCK, STATIONARY 51148 VINYL 0.738 1.144 45 BEAD SILICONE ATTACHMENT OF CLASS 10 STILES & RAILS BACK GLAZING 12 LOCK, REACH OUT 2573588 STEEL - - 42 BEAD SILICONE ATTACHMENT OF GLASS 10 STILES h RAILS (BED GLAZING 11 JAMB. OPERATING SIDE 50022 PINE 5.875 1.375 7 BEAD SILICONE EXTERNAL FILLET BETWEEN GLASS & PANEL SURROUND 10 JAMB. STATIONARY SIDE 50017 PINE 5.875 1.375 16 20 NAIL. FINISH 1.500' ATTACHMENT OF INSIDE CLASS STOP TO STILES 9 TRIM, JAMB 51151 PINE 3.141 0.344 16 12 NAIL. FINISH 1.500" ATTACHMENT Of INSIDE CLASS STOP TO RAILS 8 HANDLE 2573514-5 BRASS - - 2 DOWEL. 0.438 X 6.500' ATTACHMENT OF BOTTOM RAIL TO STILES 7 SEALANT (OC 791 MDS0034 35 36 SILICONE - - 17/32' LAMINATED - 2 DOWEL, .438 X 5.000 ATTACHMENT OF TOP RAIL TD STILES 6 SPACER, GLASS 20065 VINYL 0.375 1.000 GLASS 6 SCREWS, 010 X 5.000' ATTACHMENT OF STILES TO RAILS (STATIONARY ONLY) 5 GLASS, LAMINATED 04170 - - - 090 PVB 38 11 SCREWS, 07 X 0.625" ATTACHMENT OF STATIONARY INTERLOCK W/S TO PANEL 4 STILE. SIDE 51022 LVL 4.438 1.719 3 TRIM, STILE 51152 PINE 2.000 7/32" ANNEALED ITEM 0 QTY. DESCRIPTION LOCATION 0.367 2 STOP, GLAZING SIDE 51196 PINE 0.500 0.875 7/32" ANNEALED STATIONARY PANEL FASTENERS LIST t FLANGE. SIDE 50347 VINYL 1.644 0.430 ITEM DESCRIPTION PART MATERIAL HEIGHT WIDTH 7 45 BEAD SILICONE ATTACHMENT Of GLASS 10 STILES h RAILS (BACK GLAZING) DRAWING REFERENCE LIST 42 BEAD SILICONE ATTACHMENT Of CLASS TO STILES NY RAILS BED GLAZING t6 7 BED SILICONE EXTERNAL FILLET 0EIWCEN GLASS 6c PANEL SURROUND ALL PARTS MANUFACTURED TO ANDERSEN SPECIFICATION 16 20 NAIL. FINISH 1.500" ATTACHMENT Of INSIDE CLASS STOP TO STILES AS NOTED BY ABOVE PART NUMBERSM 563' ' t6 12 NAIL. FINISH 1.500" ATTACHMENT OF INSIDE GLASS STOP TO RAS APPROVED AS COMPLYING WITH THE (:LASS 811E 17 8-10 NAIL, FINISH 40 1.500' A77ACHIJENI OF TRIM 10 STILE / 2 DOWEL, 0.438 x 6 500" AITACHMENT Of BOTTOM RAIL TO STILES SOUTH F A BUILDING CODE 2 - 2 DOWEL. 0.438 X 5.000 ATTACHMENT OF 10P RAIL TO STILES DAT O 45 i 37 14 SCREWS, 0a X 1.000 ATTACHMENT OF BOTTOM RAIL FILLER TO PANEL 38 tl SCREWS, 07 % 0.625 ATIACHIAENT OF OPERATOR INTERLOCK W/S 10 PANEL QY 6 ITEM 0 QTY. DESCRIPTION LOCATION PRO CONTROLOIVISION I'i 42 ACTIVE PANEL FAS7EY+ERS LIST BUILDI DECOMPLIANCE0 ACCEPTANCE NO.bO-10 I 1 . 00 PEODFIC1 €EINF VED nnL c� :grsIIT Withtht1F0leL9R UNIT, FWG - IMPACT 1 9 1`,a f T cite 17/32" (.53:2) ANNEALED/ANNEALED /3.CCE`;;tS3nCC i41.p9 + CLASS cDNSTRucuDN e Andersen Corporation Bayport, Minnesota 55003 l 12Lx�j! - ,r gI itLLe t 1"te tf1TCT DDIEf TICSC f Or ITS AR[ PROVIOmC*S.lO j .slmna 0'1 ANDERSEN ccuwvlof Esi m. �O11ECod OEr+cnl NX Its cusrD..cRs. rINAL RESPONSIeIUIY ran KCWIACi Or DESIGN,rlNAt vcclrlu?Iol s.oft-IN s AND Too IK Aclwa INstK vfoR succcsxo or 1Rc SE D1 INOS LIES*ITN Inc ARCNITECI.ENGINEER AND/all Co TRACTOR, 8 4/25 00 COT'RIGNT AP"RsEN canRDR TION 9996. ALL RIGMS RESERVED. A 2/19/99 APP1w'cMIELNUwiNC r"BER REVISION 2lt9/DO DADE-FWG-IMPACT SHT. 2 of 4 f 43 2' x 6' SPF 43 44 OR WOOD BUCK 2' X 6' SPF n 44 OR WOODMA BUCK n e �� MIN. EMBEDMENT �� , 40 35 t! 1.43' (7) DIAMETERS MIN. EMBEDMENT 40 35 ,I 1.43' (7) DIAMETERS 41 11 II 41 II _ C33 11 36 1/4' MAX. r 1/4' MAX. n n yl SHIM SPACE 33 ^ n 36 SHIM SPACE llLL t 0t 34 `0 t8 St i 0 i p it 0^ 3a t_ I 18 St F1 `-- 30 3Y 29 31 30 32 42 31 it � 6 16 6 6 16 a2 ` 16 1 42 T 45 80.250 MAX. 7 45 11 7 45 28 CLASS L 1 DIMENSION 80.250 lAAX. 5 CLASS DIMENSION 5 7 g 79.125 MAx. ExiERIOR (2)PL. 79.125 MAX. DAYLIGHT INTERIOR DAYLIGHT VIEW VIEW EXTERIOR INTERIOR OPENING OPENING VIEW 5 (2)PL. VIEW ! 5 7 j 7 5 j 45 SECTION A-A 7 45 t 1 45 1 APPROVED AS COMPLYING%1TH THJ t SIDELIGHT r SOUTH Ft,QEj(QA BUILDING CODE 6 95.500 MAX. ... ' 26 DATE Jl�n Q 7 UNIT HEIGHT 6 SECTION C-C BY 48.000 MAX. 42 42 T 16 PRODU ONTROL DIVISION PANEL HEIGHT 48.000 MAX. 2 PANEL uj '.. PANEL HEIGHT BUILDING CODE COMPLIANCE OFFICE 16 16 ACCEPTANCE NO.It' MAX. FWG-8080 80.250 7 HIT H9.125 95.500 Nli HEIGHT 42 FWG-6080 80.250 79.125 95.500 6 FW G-5080 80.250 79.125 95.500 28 28 FWG-80611 67.125 66.000 82.375 FWG-60611 67.12566.000 82.375 ' FWG-50611 67.125 66.000 82.375 26 FWG-8068 64.250 63.125 79.500 FWG-6068 64.250 63.125 79.500 27 FWG-5068 64.250 63.125 79.500 27 FWG-4380 80.250 79.125 95.500 FWG-3380 80.250 79.125 95.500 25 FWG-2980 80.250 79.125 95.500 37 21 37 PRODUCT RENEWED FWG-4361167.125 66.000 82.375 ?2 as Complying;e itl1 rite F'iorida FWG-3361 1 67.125 66.000 82.375 22 Buidirfig Cotte FWG-29611 67.125 66.000 82.375 f3CCe - 4 Tt�l1i2 - 2 S a!Ve FWG 4368 4 6 . - - �. 250 63.125 79.500 �7�'g�lrstiar,fDat FWG-3368 64.250 63.125 79.500 _ FWG-2968 64.250 63.125 79.500 By UNIT CLASS DAYLIGHT 20 21 .+Main'Dade rrogUCt Contro DES. DIMENSION OPf.NING ►r£IGHT 48 2.037 48 DiVis' r HEIGHT DIMENSIONS TI7LE UNIT, FWG - IMPACT � II I , i t Andersen Corporation (50 23 55003 50 23 TMEs[DRAwINcs ARE BRWIPoCD1ASMAn[m cEOly AMxascN CDRPp/ATION TOR Nrc eENErn or rrs cusTONERs. nNAL REsvuslunln raR AccuRActi a uEsrcw, rIMAL SPCCIrI4T1OMs.DRAwIMOs AND fpm IME ACTUAL IMSTALIAT ION SUOOCST[O s *MESE 19 Drawlws U S-IT-TME ARCMTECT.ENOrrrEER AND/OII cONTRAcTooL 51 18 1/Y L11 N. SILICON£ BEAD 2 X 6' SPF 51 18 19 B 4/25/00 co"AMbr AMDCRsc"convo"TION qaa. ALL RIc is Rcu wo. j 2" X 6" SPF [Al2/19/991 .vrRwc/Dr.rc WAwfNC NIAIGER FULL LENGTH OF SILL 92 WOOD BUCK 1/2' MIN. SILICONE BEAD �2 y;ppp BUCK REVISION 2/19/00 OR MASONRY full LENGTH OF SILL OR MASONRY 5,11 4 4 DADE-FWG-IMPACT II III 36.125" MAX UNIT WIDTH I 36.125" MAX. UNIT WIDTH 36.125" MAX. UNIT WIDTH Dm. , , r 10M� 'MAAXX.. r- A -1 'MAX- cr AIAX. r•- A --� MAX.AtAX. MAX.AtAx. D I T \ 8.000- 1 \ \ I 8.000 _ \ _ MAX. - \ r _ MAX. 27.000" \ I I \ I O.C. MAX. RECIVER - - ' �t1 33.000' I RECIVER ref HOOKBOLT ;\ D.C. MAX I HOOKBOLT :\ (35.316) ' (48.441) \ I - - B - \- _ _ B - --- -------- I - - -- ---------�_.__--_ Fw0-3805 +62/-77 PSF EE 2/-77 PSF B82.313" O-29805 + \ \ I3 MAX. UNIT 0 - •-- HEIGHT FWO-27805 +62/-77 PSF 95.438" }-•------�. •- MAX. UNIT -----•-•-� \ ; HEIGHT FWO-2180S +62 -77 PSF \ t FWO-316115 +62/-77 PSF T 1 -j I \ 95.431r _ _ FWO-296115 +62/-77 PSF _ \ 1.496 - 4.537" I FWO-31611A +62/-77 PSFI O / MAX. UNIT i FWO-26115 +62/-77 PSF 1.496 4.537" FWD-2961tA +62/-77 PSF HEIGHT I FWD-2116115 +62/-77 PSF I FW031611 / FWD-276i1A +62 -77 PSF FY/03180 FWO-31685 +62/-77 PSF FW03180 / ACTIVE / FWO-3168A +62/-77 PSF STATIONARY FWO-29685 +62/-77 PSF / FWO-2968A +62/-77 PSF FWO-27685 +62/-77 PSACTIVE F Q FWO-2768A +62/-77 PSF _ - FWO-21685 +62/-77 PSF 1 / UNIT I DP RATINGS i UNIT DP RATINGS / RECIVER HOOKBOLT 1 RECIVER (32.677 36.668' // I ' (32.677) 36.668" / I 1 HOOKBOLT / / 17.000' O.C. / I MAX. TYP I 14.000' O.C. / I / BOTH SIDES .000" O.C. / 1 i MAX,MAX• TMP ' I / / / BOTH S1DES MAX. TYP/ I BOTH SIDES r / 8.000- MAx Ii I RECIVER / i 7.000' 8.000" , RECIVER HOOKBOLT / i A1AY. ' 6'000" HOOKBOLT / i 6.000" MAX. r (6.313) / . � MAX• (6.373) / I MAX. A j D A L_J VIEWED FROM -----� VIEW -----� ED FROM VIEWED FROM Fwo-3180A +6z/-71 PSF NOTES: C C EXTERIOR C C C C FWO-2980A +62/-�1 PSF EXTERIOR EXTERIOR 1. INSTALLATION MEIHDDS: 'UNIT DP RATINGS WOOD DUCK: THE SILL 1S SET IN SILICONE BACKBEDDING. THE HEAD IS SECURED IN THE ROUGH OPENING USING 2 110 X 3" SCREWS. SPACED APPROVED AS COMPLYING WITH THE lo" FROM EACH JAMB. THE LOCH: KEEPER SCREWS ARE LOCATED ONE PER TOP AND BOTTOM KEEPER, AND TWO PER MIDSPAN KEEPER. I'IF€ DUCFJITNEWED as ccm4Flo 1g'.€vi'&.Flee Florida, SOUTH F ORIDA BUILDING CODE MASONRY: TAPCON SPACING IS THE SAME AS WOOD SCREWS SPACING. Btliatl c g l£Ic DATE ( ZOO 2. GLAZING SPECIFICATIONS: Accepia acv No . 415.1(o^p HEAT STRENGTHENED: THE UNITS ARE GLAZED WITH .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) GRAY OR CLEAR LAMINATED GLASS. COMPOSED OF ONE 5/32" THICK • Mrailoa gale 08 BY HEAT-STRENGTHENED CLASS SHEET WITH'A .090" PVB INNER LAYER MANUFACTURED BY DUPONT OR SOLVTIA. AND ONE 5/32" THICK HEAT-STRENGTHENED GLASS SHEET. PRO �TCC ONTROLDIVISIOANNEALED: THE UNITS ARE GLAZED WITH 17/32" (.532) NOMINAL CRAY OR CLEAR LAMINATED GLASS COMPOSED ONE 7/32" THICK ANNEALED INNER SHEET WITH A .090" PVB INNER LAYER MANUFACTURED }g�BY DIJPONT OR SOLUTIA AND ONE 7/32" THICK ANNEALED OUTER SHEET. BUILDIODE COMPLIANCE OFFICE Miami ade Product Control GLAZING METHOD: Diviol I ACCEPTANCE NO. GLASS ISSET FROM THE INTERIOR AGAINST THE SILICONE BEDDING AND THEN THE GLASS IS BACKCLAZED WITH TITLE SILICONE. WUOD STOPS ARE USED ON THE INTERIOR, SECURED WITH 1.250- FINISHING NAILS SPACED 8- ON CENTER. UNIT, ASSEMBLY - IMPACT 3. FRAME CONSTRUCTION: f1IVO SINGLE CORNERS ARE COPED, BUTTED, GLUED AND THEN FASTENED USING FOUR #10 x 2.500- LONG SCREWS PER HEAD JAMB CORNER AND FOUR /10 X 2.500' LONG SCREWS PER SILL JAMB CORNER. /� 4. PANEL CONSTRUCI:ION: Andersen Corporolion THE WOOD PANELS CONTAIN BUND MORTISE AND TENON, DOWEL. SCREWED AND GLUED CORNER CONSTRUCTION. Bayport, Minnesota 55003 WE I METAL PANEL-FRAME ATTACHMENT CLIPS ARE LOCATED 10" FROM CORNERS do 17' O.C. MAX. (STATIONARY UNITS ONLY). INESE ORARINCS ARE PROVIDED AS A SERVICE W ANDERSEN CORPORATION FOR mE KNEFII TN ITS CUSTOMERS. FINAL RCSPONS18ILlTV FOR ACCIMACT or DESIGN,FINAL S. WEATMERSIRIPPING: C 9/28/00 SPECrFICATIONS.ORARINGS ANO roA THE Acrl/AL IrKrALuitON sucusrco 4v INEsE DRAPINGS UES WIT"THE ARCHITECT,ENGIT ECR AM/OR CONIMCION. ONE ROW OF SANIDPRENE BULB Al THE PERIMETER OF THE PANEL. IB14/20/001 coRVR IGa ANDERSEN CORPORATION 1994. ALL RIGHTS RESERVED. A I 3/6/99 A"Row/o.Ic ORAWIR6 NLWKR 6. GLASS BITE: A 0.563" GLAZING 811E WAS UTILIZED ON ALL UNITS. RfI1510N 4/20/00 sm. 1 q DADE-FWD-IMPACT I i-. C) N +0+ 01 M M l� ¢ d•+-+ O 4 OOOC d � w•,� (� 00 � 00 U U y pU� pNp N Q p O 0i C o lo m V O �+ O O N i..i V1 OO W U U- ti N p N N� O �0 zz U b O 2a a) 0 a a r, aMo H o all F- N + r. P U ita � 1 cd ti ^O �•' U � O N d � t� � � ss. o U � ❑w E-y.��• V2 w 0o1, 00 p o- to — vii .5 _ N C Q. yN � y ON C � S N O F U t W o 0000 Q o o 3 aki `M^ w o o c o �+ o U W a, o 0 ON a440. y ' o 00 Q� u a 3vN oN dQF 00i o9 a W o vi 0 W E� �, ami y `c o o 0, "to"c Cd ao o � o �,a C7 � � oZa w ' Ga o cn � o c o o N¢ c a oar � ��' rnv a� a� M d 4 t, b YU O M U ;"O F rA V1 b to Ude A Ada n40 a . .0 N o 2211dao o. a j x co o o A a� a s -o a z o �^b aoi moo W C� hoc i� cn ., I � c 11171 >,0.1 a{ t/1 Q N U 0 U v i a a v� I I DESIGN LOAD CAPACITY - PSF (SINGLE UNITS) DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF (TRIPLE UNITS) 'I GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' VENTING (X) STATIONARY (0) XX, OX, XO OR 00 XOX, 00X, X00, 000 OR XXX a WINDOW UNIT WIDTH UNIT HT. . WINDOW UNIT WIDTH UNIT HT. WINDOW UNIT WIDTH UNIT HT. DESCRIPTION• INCHES INCHES EXT. (t) INT. (-) EXT. (f) INT. (-) DESCRIPTION • INCHES INCHES EXT. (}) INT. (-) DESCRIPTION INCHES INCHES EXT. (}) INT (_) z rn 3 CR12 17" 67.0 82.0 67.0 82.0 CR23 33-3/4" 67.0 71.0 C33 71-7/8" 35-15/16" 67.0 71.0o 1 j CN12 20-1/2" 24-1 8" 67.0 82.0 67.0 82.0 CN23 40-3/4" --15 16" 67.0 71.0 C335 71-7/8" 40-13/16" 67.0 71.0 `"'' ►- N a- 35 b ii .. o l » C 12 24-1/8 67.0 82.0 67.0 82.0 C23 48 67.0 71.0 C34 71=7/8 48 60.0 64.09 o M o 1 1 CW12 28-3/8" 67.0 82.0 67.0 82.0 CW23 56-1/2" 67.0 71.0 C345 71-7/8" 52-13/16" 60.0 64.0 O a CR125 17" 67.0 82.0_ 67.0 82.0 CR235 33-3/4" 67.0 71.0 C35 56-1/2" 59-7/8" 60.0 64.0 PA --d CN125 20-1/2" 67.0 82.0 67.0 82.0 CN235 40-3/4" 67.0 71.0 O V) n 28-3/8" 40-13/16" U o: C125 24-1/8" 67.0 82.0 67.0 82.0 C235 48" 67.0 71.0 z Lu M o CW125 28-3/8" 67.0 82.0 67.0 82.0 CW235 56-1/2" 67.0 71.0 �a M 0 i CR13 17 67.0 82.0 67.0 82.0 CR24 33-3/4 67.0 71.0 O " " O a 00 W N CN13 20-1/2" 67.0 82.0 67.0 82.0 CN24 40-3/4" 67.0 71.0 ov;, , C13 24-1/8" 35-15/16" 67.0 82.0 67.0 82.0 C24 48" 48" 67.0 71.0 z,y CW13 28-3/8" 67.0 82.0 . 67.0 82.0 CW24 56-1/2- 67.0 71.0 z N W t- 1 CXW13 35-15/16" 67.0 82.0 67.0 82.0 CR245 33-3/4" 67.0 71.0 CR135 17" 67.0 82.0 67.0 82.0 CN245 40-3/4" 52-13/16" 67.0 71.0 3 Z CN 135 20-1/2- 67.0 82.0 67.0 82.0 C24548" 67.0 71.0 CM0 C135 24-1/8- 40-13/16- 67.0 82.0 67.0 82.0 CW245 56-1/2- 67.0 71.0 = o BUILDING PIANS EXAMIN&M W F' CW135 28-3/8" 67.0 82.0 67.0 82.0 CR25 33-3/4" 67.0 71.0 REVI� 'E� QO, z CXW135 35-15/16" 67.0 82.0 67.0 82.0 CN25 40-3/4" 63.7 67.5 o 59-7/8" CODE C;®N PLIANCE o O wU-)¢ CR14 17" 67.0 82.0 67.0 82.0 C25 48" 60.0 64.0 KEEP THSS PLAN ON JOB 3 V 'n CN 14 20-1/2- -67.0 82.0 67.0 82.0 CW25 56-1/2- 60.0 64.011, z z C14 24-1/8" 48" 67.0 82.0 67.0 82.0 CR255 33-3/4" 60.7 64.3 MAY 2Qa� U N CW14 28-3/8" 67.0 82.0 67.0 82.0 CN255 40-3/4" " 60.0 64.0 Z �o ^ 64-13/16 Building&Zo iag Insp on div-lax., FL. s o CR145 17" 67.0 82.0 67.0 82.0 C255 48" 55.7 59.4 9 Z o >- -82 " CN 145 20-1/2" 67.0 82.0 67.0 82.0 CW255 56-1/2" '50.0 52.0 �'' Q m Examiner SignatNre N C145 24-1/8" 52-13/16" 67.0 82.0 67.0 82.0 CR26 33-3/4" 58.0 61.9 I Q License No_ CW-145 28-3/$" 67.0 82.0 67.0 82.0 CN26 40-3/4" 71-7/8" 55.0 58.0 __o .m. "'� g M � CR 15 17" 67.0 82.0 67.0 71.0 C26 48" 55.0 58.0 CN15 20-1/2" 64.0 68.0 67.0 71.0 CW26 56-1/2" 50.0 52.0 C15 24-1/8" 59-7/8" 64.0 68.0 67.0 71.0 CW15 28-3/8" 1 64.0 68.0 67.0 71.0 , CR155. 17" 60.0 . 64.0 67.0 71.0 0� CN 155 20-1/2 .092" HEAT STREN'D GLASS .151" ANN. GLASS a " 60.0 64.0 67.0 71.0 g o 64-13/16" i C155 24-1/8 60.0 64.0 67.0 71.0 m .090 PVB INTERLAYER .090 PVB INTERLAYERW CW155 28-3/8" 50.0 52.0 67.0 70.8 BY 'DUPONT' OR 'SOLUTIA' BY 'DUPONT' OR 'SOLUTIA' a CR16 17" 61.8 65.6 67.0 71.0 CN 16 20-1/2" 60.0 64.0 67.0 71.0 � 092" HEAT STREN'D GLASS F .151" ANN. GLASS Approved as CQ °$�Ike Florida 840ft CWC 71-7/8" N as DOW CORNING SILICONE P° DOW CORNING SILICONES y tq�LIZ N C16 24-1/8 60.0 64.0. 67.0 71.0 NOAM Q?rQkDh► a a X0 DC983-2 OR y DC983-2 OR Miami Dadc Prndad Co�tsol 0 0 0 CW16 28-3/8" 50.0 52.0 65.5 65.5 aJ DC-1350 J DC-1350 rn c a� � Di > O � ii �^ ` 0 � ® ' ® Engr. DR. HUAWYOL-4 FAR0015 1 a W VINYL SPACER W VINYL SPACER FLA. PE pt 557 n �x o o v : r GLASS TYPE 'A' GLASS. TYPE 'B' " ' 9/32" THICK NOMINAL 3/8" THICK NOMINAL k4� - drawing no. IMPACT RESISTANT GLASS wol -46 SHUTTERS NOT REQUIRED sheet 2 of 5 ANCHOR CUP ANCHOR CUP 1-1/2" x 3" x .030" STEEL Typl ANCHORS 1-1/2" X 3" x .030" STEEL WOOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN .� . - (1) AT MID WIDTH 2 PER CUP (2) AT 16" O.C. PIER CUP HORS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I s x 1" #8 x 1" THEM TO THE BUILDING STRUCTURE. Z 3 SELF TAPPING SCREWS SELF TAPPING SCREWS 2. PER CUP ® ° ' 2.PI=R CUP ® v ° ad. ,a' d• a: N 7dlI d• Z W ad.° a' a. d ° a' a a d v v d a d a a ° C) CD U N CL Qi 0 to V a� ,' r:���� PUILDING PLANS F ,.nrt n.! R Q .M. ;. , .. .;..'.'.' 3/4" _ 3/4" t� ;t REVIEWEDFOR MIN. l�•°''1 _ MIN. �;,,� :.. . ....'. .'.•.' ,l4: '.. ...:.....•'.'.':.'. ,-° ; BODE COI�PL I�ter(' o i ... KEEP THIS PLAIN ON 103 t� Z W o 23 CVZ> Go MAY 21 2003 a N 000 O N 3 1s ® BuIILiIng&Zoning InsNec I c, div-1ax., FL, W��o NOTE: W M O C O PROVIDE ANCHOR CUPS AT HEAD SILL As FOLLOWS s Al � ►� � SINGLE AND DOUBLE UNITS: i s?rtCFffeWeOF�CCFT"SA�H ~-"- w F- TRIPLE UNITS: (1) AT CENTER OF EA—SASH----- 2 i 15 #7 X b/8" SCREWS (2) AT MIDDLE SASH SEE ELEV. 3 Z i 7 18 (3) PER CUP Q FRAME O 11 i TYP.I " w oO p 1 #7 X 5/8 SCREWS to (�PER CUP ® ST. SASH O w C) tc i — TYPICAL ANCHORS 3 U ii A #8 SMS Z = , 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURE �' W co I 1 1-1/2" MIN. PENETRATION INTO WOOD o ix 0.i I i i C3 Q- _ = B- 16" 0 TAPCONS (BY ELCO) OR 9 4 o 8- CL W EQUIVALENT CONCRETE ANCHOR E-' THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3 W 0 1-1/4" MIN. MASONRY EMBED. o 1 0 LOCKING OPTIONS: i i 1 SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. 12 (1) POINT LOCK FOR WINDOWS UPTO 28-3/8" HEIGHTS. g 0 10 ii 11 i 7 18 15 (2) POINT LOCK FOR WINDOWS UPTO 40-13/16" HEIGHTS. cl i (3) POINT LOCK FOR ALL BIGGER HEIGHTS. U 1 Approved ss empt O6 (I s B 1 Ft WIA a cede MI. Nst os r ao 3 DlvNio ` c < �J 23 ` i. x d H .r a �' °: Engr. RRS?. hitIM+AYWM fR(200! < v a RUCTUR �! A d FLA. PE f '1057 5; 1 1 i a 1 c o a a .31 ' #8 i" a ,»® p►> 1 3 2002 drawing .�. SELF TAPPII4G SCREWS SELF TAPPING SCREWS 2 PER CUP 2 PER CUP ANCHOR CUP TYPICAL ANCHORS ANCHOR CUP TYPICAL. ANCHORS W�1 —� j 1-1/2" X 3" X .030" STEEL 2 PER CUP 1-1/2" X 3" X .030" STEEL 2 PER CUP I (1) AT MID WIDTH (2) AT 16" O.C. sheet 3 of 5 I • •. 1.277--� 4.125 1.530 ITEM # NUMBER QUANTITY DESCRIPTION MATERIAL 'MANF./SUPPLIER/REMARKS J I � � 2.250-1 969 1 30835 AS REQD. FRAME HEAD/SILL WOOD ANDERSEN I 1.400 � .391 2 30838 AS REQD. FRAME JAMB WOOD ANDERSEN o } .569: T- 3 - OPTIONAL EXTENSION JAMBS WOOD ANDERSEN N 3 111 1.313 4' 30839 1 POST MULLION WOOD ANDERSEN Z w `j Q i - 642 �- 1.359 5 30056 1 CASING MULLION - - O � I - - - - " H N � 05 J.703 .345 6 - C, o o v 30013 4/ SASH SASH RAIL/STILE WOOD ANDERSEN RiOtn 2.3448 - 2/ WDW VENT STOP JAMB WOOD ANDERSEN O 04 a ! L746-:1941 2.000 9 30846/48 1/ WDW. VENT STOP HEAD WOOD ANDERSEN O N VINYL CLADDING FRAME HEAD/SILL, VENT STOP SILL 10 30843/45 1/ WDW. VENT STOP SILL WOOD ANDERSEN U o: M c 11 30184 AS REQD. GLAZING BEAD PVC - Z M 1.277--1 4.125 2.000 12 30810/12 1/ SASH ROTO OPERATOR STEEL AMEROCK CORP. p Q o 2.250 989 13 30442 1/ SASH SNUGGER ALUMINUM - O n 1.400 .345- - 14 #8 X 1/2." - SNUGGER SCREWS - AT 1-1/2" FROM ENDS & 12" O.C. i / W ui .406 F96 15 30053 - STATIONARY SASH CUP GALV. STEEL - I _ 11) .486 1.109 89� 16 1361409 2/ SASH HINGE ASEMBLY AT TOP & BOTTOM OF SASH STEEL AMEROCK CORP. Z N 5 -i L17 - AS REQD. LOCK W/ KEEPERS ON SASH STEEL AMEROCK CORP. w.- 844 b-2.344--I �I 18 30213 AS REQD. WEATHERSTRIP STILE .93 .4437 h-.98519 30021 AS REQD. WATERBAR WEATHERSTRIP 3 O 20 30871 1/ SASH SASH REINFORCING BAR ALUMINUM FOR 64-13/16' & 71-7/8" WDW. HEIGHTS ONLY �- rn g 2 O VINYL _CLADDING FRAME JAMB VENT STOP HEAD 21 #8 X 5/8" - REINFORCING BAR SCREWS - AT tt" O.C. MAX. O o 1.900 546 22 - AS REQD. BRAD NAILS 1-1/2* LONG GALV. STEEL 2.000 1.091 23 30172 - FOAM WEATHERSTRIPPING - - ca 0 LJ C) LC 510 VINYL CLADDING CORNERS 3 U T_[q403 COPED CORNERS WITH ALL WOOD TO BE PONDEROSA PINE OR EQUAL MITER CUT z I3 STAPLES PER CORNER WELDED ALL AROUND W F=- ~• 1.141 1.0115 2.000T (1-1/2- X 2" X 16 GA.) O=li ^ 1.186 L 1.010 .985 a o a g "--1283 1.122 .891 F"- _ VINYtz' JIt �; T TILE VENT STOP JAMB RAIL/SCOPED CORNERS WITH / M ti 3 STAPLES PER CORNER A �& �`z 1-2.031 (1=1/2" X 2" X 16 GA) i co �2.031-1 .� U? co 688 941 c. � _ 2.344 L_ 12 X 2-3/4" c0i WOOD SCREW ( o 0 .844 j�7 125 CENTER POST CASING � � c 844 1.623 f .0 Ji0iN .704 ® © ' g o i� LVENT_ CORNERS I •5 V.624ERS `LC � O 3.000 VINYL CLADDING CENTER POST 3.030 I o Engr. DR. HUMRYQI 4 FAROOO n o 1.969--1 .468 O STRUC UR N iv a e 0 p CENTER POST CORNER FtA. PE 16557 c _ 1-� �- 1.500 0 O .� i �305 80 .625 A4 OU G Sg v.!� .543 NOAf! 0 3•D�1.719-�I 7Mb d Dade trodtO Cdrawing. no. BY-.299 .019 Uivisio .030f .242 ® EXTENSION JAMB (HEAD/JAMB/SILL) GLAZING BEAD STATIONARY SASH CUP ANCHOR CLIP SASH REINFORCING BAR sheet 5 of 5 I ` DESIGN LOAD CAPACITY - PSF (SINGLE UNITS) DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF (TRIPLE UNITS) G Iia GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' j WINDOW UNIT WIDTH UNIT HT. VENTING (X) STATIONARY (0) WINDOW UNIT WIDTH UNIT HT. XX, OX, XO OR 00 WINDOW UNIT WIDTH UNIT HT. XOX, 00X, X00, 000 OR XXX o DESCRIPTfON INCHES INCHES EXT. (t) INT. (-� EXT. (t) INT. (-) DESCRIPTION INCHES INCHES EXT. (� INT• (-� DESCRIPTION INCHES INCHES EX[. (+ INT. CR12 17" 67.0 82.0 67.0 82.0 CR23 33-3/4" 67.0 71.0 C33 71-7/8" 35-15/16" 67.0 71.0 OZ o j CN12 20-1/2" 67.0 82.0 67.0 82.0 CN23 40-3/4" 35-15/16" 67.0 71.0 C335 71-7/8" 40-13/16" 67.0 71.0 H v N C 24-1/8- O C12 24-1/8- 67.0 82.0 67.0 82.0 C23 48" 67.0 71.0 C34 71= /7 .8" 48" 1-1 60.0 64.0 a M v CW12 28-3/8" 67.0 82.0 67.0 82.0 CW23 56-1/2" 67.0 71.0 C345 71-7/8" 52-13/16" 60.0 64.0 O a CR125 17* ' 67.0 82.0 67.0 82.0 CR235 33-3/4" 67.0 71.0 C35 56-1/2" 59-7/8" 60.0 64.0 a CN125 20-1/2" 67.0 82.0 67.0 82.0 CN235 40-3/4" x_13 16" 67.0 71.0 O C 28-3/8" C125 24-1/8- 67.0 82.0 67.0 82.0 C235 48" / 67.0 71.0 w V) o Z II I CW 125 28-3/8" 67.0 82.0 67.0 82.0 CW235 56-1/2- 67.0 71.0 Cr W, ¢¢ I a CR13 17" 67.0 82.0 67.0 82.0 CR24 33-3/4" 67.0 71.0 Qp�p� N CN13 20-1/2" 67.0 82.0 67.0 82.0 CN24 40-3/4" 67,0 71.0 w N L a C13 24-1/8- 35-15/16" 67.0 82.0 67.01 82.0 C24 48" 67.0 71.0 W z,o CW 13 28-3/8" 67.0 82.0 . 67.0 82.0 CW24 56-1/2- 67.0 71.0 '�" w 04 CXW13 35-15/16" 67.0 82.0 67.0 82.0 CR245 33-3/4" 67.0 71.0 CRI 35 17" 67.0 82.0 67.0 82.0 CN245 40-3/4" " 67.0 71.0 3 Z { CN 135 20-1/2- 67.0 82.0 67.0 82.0 C245 48" 52-13/16 67.0 71.0 - co C135 24-1/8- 40-13/16- 67.0 82.0 67.0 82.0 CW245 56-1/2- 67.0 71.0 BUILDING PLANS RYAMIN411 FZ- .. CW 135 28-3/8" 67.0 82.0 67.0 82.0 CR25 33-3/4" 67.0 71.0 �`' O p 1 RE.VI-PWED FOR CL Z M " CXW135 35-15/16" 67.0 82.0 67.0 82.0 CN25 40--3/4" 63.7 67.5 - ix o CR14 17" 67.0 82.0 67.0 82.0 C25 48" 59-7/8" 60.0 64.0 CODECOMPLIANCE 3 > m d Owm KEEP THIS PLAN ON JOB U a a CN 14 20-1/2- C14 0-1/2" -67.0 82.0 67.0 82.0 CW25 56-1/2' 60.0 64.0 Z = Z i j C14 24-1/8" 48" 67.0 82.0 67.0 82.0 CR255 33-3/4" 60.7 64.3 MAY 2 1 2003 CW14 28-3/8" 67.0 82.0 67.0 82.0 CN255 40-3/4 64-13/16" 60.0 64.0 Bu. _ 5 !d p 8: CRI 45 17 67.0 82.0 67.0 82.0 C255 48" 55.7 59.4 Ilding&Z ing Ins p on Ojv=fix., FL. 9 z o a CN 145 20-1/2- 67.0 82.0 67.0 82.0 CW255 56-1/2- 50.0 52.0 w Q m Se C145 24-1/8" 52-13/16" 67.0 82.0 67.0 82.0 CR26 33-3/4" 58.0 61.9 Examiner gnatNr I O License No- CW-1 45 28-3/8" 67.0 82.0 67.0 82.0 CN26 40-3/4" 71-7/8" 55.0 58.0 CR15 17" 67.0 82.0 67.0 71.0 C26 48" 55.0 58.0 a " CN15 20-1/2" 64.0 68.0 67.0 71.0 CW26 56-1/2" 50.0 52.0 59-7/8" C15 24-1/8- 64.0 68.0 67.0 71.0 y CW15 28-3/8" 64.0 68.0 67.0 71.0 ll CR155. 17" 60.0 64.0 67.0 71.0 8 CN155 20-1/2 60.0 64.0 67.0 71.0 .092" HEAT STREN'D GLASS .151" ANN. GLASS o 64-13/16" 0 v C155 24-1/8 60.0 64.0 67.0 71.0 .090 PVB INTERLAYER 090 PVB INTERLAYER Ck C CW155 28-3/8" 50.0 52.0 67.0 70.8 BY 'DUPONT' OR 'SOLUTIA' BY 'DUPONT' OR 'SOLUTIA' a CR16 17" 61.8 65.6 67.0 71.0 r W .092" HEAT STREN'D GLASS � .151" ANN. GLASS tech co �th9 CN 16 20-1/2- 60.0 64.0 67.0 71.0 F- F W Florida 13aidinF Lode 71-7 8" C16 24-1/8 / z as as Dose "F'r"" r ►p l / 60.0 64.0. 67.0 71.0 DOW CORNING SILICONE M DOW CORNING SILICONE iri a CW16 28-3/8" 50.0 52.0 65.565.5 y DC983-2 OR y DC983-2 OR Mitw!Dak odCentrd o $ NOA# Tr ! o n t3 j DC-1350 (4- W i I DC-1350 Di v o Go 0 O 0 O� W o ® E t Engr. DR. HUMAYOL N FAkCbQ W VINYL SPACER ®W VINYL SPACER STRUCTUPf5 N FLA. PE 16557 0 c e moi. a r o GLASS TYPE 'A' GLASS__TYPE 'B' 9/32" THICK NOMINAL 3/8" THICK NOMINAL drawing no IMPACT RESISTANT GLASS W01 --46 SHUTTERS NOT REQUIRED sheet 2 of 5 I i • ANCHOR CUP ANCHOR CUP 1-1/2" X 3" X .030" STEEL TYPICAL ANCHORS 1-1/2" X 3" x .030" STEEL TYPICAL ANCHORS WOOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN d (1) AT MID WIDTH2 PER CUP 18 X 1 (2) AT 16" O.C. 2 PER CUP LOADS IMPOSED BY GLAZING .SYSTEM AND TRANSFER o #8 X 1" " THEM TO THE BUILDING STRUCTURE. SELF TAPPING SCREWS SELF TAPPING SCREWS z n 2.PER CUP ® ' •a •v .2. PER CUP ® a ' ' ' rn -� °d. d' A' 4 o ° ° 4 Q °4'a ° ° d• ° e a 4•a W ° G 4 4 :• d :• Q p NCO n j e.... .. c a.... . ° a 0 i U ay , k3/4- ! i \ 3/4. , e;' 3UILDtNG PLANS �?t�nn.n!_P O MIN. �b•n1 x MIN. :' N REVIEWED PC3R a :':':':':'. .'.'.'.'.'.'. ,•{'� N :.'.'.'.'.'.'.'.'..'.......'. �I ,�,' , oDE coPz,IAr1c . . ;. KEEP THIS PLAN ON W 23 �� V zM o O,Z >'`) ao MAY 21 2003a 3 19 oanoOfN ® Building&Zoning InSpe0j1v l civ lax.,E , 1 19 NOTE: w W M O 9 Al PROVIDE ANCHOR CUPS AT HEAD-&&_SILL AS FOLLOWS I K 0 U M 16 SINGLE AND DOUBLE UNITS: I �slC� R�eOF'EAC�f" `� W n k 2 i i TRIPLE UNITS: (1) AT CENTER OF�ENbF�--- 18 15 #7 X 5/8" SCREWS (2) AT MIDDLE SASH SEE ELEV. 11 7 I ( •PER CUP 0 FRAME 3 ZO TYP "( ( g Q � i7 X 5/8 SCREWS p 0 M I (2) PER CLIP 0 ST. SASH (L z o i i i s TYP. TYPICAL ANCHORS o p Ld U') : I U a , _ A 8 SM ii INTO 2BY WOOD BUCKS OR WOOD STRUCTURE Q W N Y �, 1-1/2" MIN. PENETRATION INTO WOOD � p � O_ i I i i WQ � oa 10 $ W —W .ao Q; B— X16" 0 TAPCONS (BY ELCO) OR o Z o Q 3 = W EQUIVALENT CONCRETE ANCHOR w Q m T z_ 13 i i 0 ! THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY N 3 W i j f1-1 4" MIN. MASONRY EMBED. i o / ! • N ! ! j j I i i LOCKING OPTIONS: W 12 SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. t 1 i 10 i ` (1) POINT LOCK FOR WINDOWS UPTO 28-3/8" HEIGHTS. o 7 18 i i 15 (2) POINT LOCK FOR WINDOWS UPTO 40-13/16" HEIGHTS. 00m ! ! ! (3) POINT LOCK FOR ALL BIGGER HEIGHTS. a AFS Bald ft�wM>ht1kC \� 2ooti MMbaW Dr cOP,*d 'a o 0OAs 23 fA200QEn9r. DR. RUAYGUN c c < a < 0 A P d \ z STRUCTURESI _ A . I \ Q. m FLA PE # 1 X557Jj � 3. • a a a. 1 � � o c � o S S, a i p r r- vj====D a v v SELF TAPPING SCREWS SELF TAPPING SCREWS AUG i ;� 2Qo2 drawing .no. 2 PER CUP ANCHOR CUP TYPICAL ANCHORS 2 PER CUP ANCHOR CUP TYPICAL ANCHORS W 1-1/2" X 3" X .030" STEEL 2 PER CUP 1-1/2" X 3" X .030" STEEL 2 PER CUP 'r 0 — 6 (1) AT MID WIDTH (2) AT 16" O.C. sheet Sof 5 _ X C 2' 6" PF 2" X 6" SPF 27 /-#2 WOOD BUCK 27 /2 WOOD BUCK t MIN. EMBEDMENT j 1 MIN. EMBEDMENT 1.43[7 (7 DIAMETERS) 1 1.430" (7 DIAMETERS) f �I tt t1 i 1 1/4MAX. 1 t 1/4" MAX. SHIM SPACE „ SHIM SPACE .410 ASTM NOMINAL 11 22 22 It (.392 ANDERSEN NOMINAL) 2 • 19 19 2 � .090' PV8 5/32' HEAT 15 25 25 5/32" HEAT STRENGTHENED 15 STRENGTHENED I to to 23 23 7 10 26 `` 25 \ .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) 20 2t 28 .090" PVB 20 28 .563" / 20 7/32" ANNEALED GLASS BITE r 80.552" MAX. 7/32" ANfJEALED i GLA>5 DIM. 21 21 � 7 (67.137 FOR 80.562" MAX. 7 26 � 28 611 HEIGHT) GLASS DIM. 79.500" MAX. EXTERIOR INTERIOR SECTION A-A SECTION D-D 7 10 23 95.438" DAYLIGHT EXTERIOR INTERIOR ACTIVE UNITS 21 MAX. UNIT OPENING 79 500" MAX STATIONARY UNITS 20 HEIGHT (66.375 FOR 7 10 MAX.aUNIT DAYLIGHT 7 10 (82.313 FOR 611 HEIGHT) 21 HEIGHT OPENING 563" 410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) HEAT-STRENGTHENED LAMINATED GLASS CONSTRUCTION. 611 HEIGHT) 21 GLASS BITE i 20 20 / 26 i 28 94.069" APPROVED AS COMPLYING WITH THE MAX. PANEL 26 2a SOUTH FLORIDA BUILDING DE HEIGHT 94.069' 26 28 23 (80.944 FOR MAX- PANEL DA 200/ HEIGHT BY 611 HEIGHT) 73 23 .410 ASTM NOMINAL (.392 ANDERSEN NOMINAL) PROD ONTROL DIVISION HEAT-STRENGTHENED LAMINATED GLASS CONSTRUCTION. '3 13 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00-/011- D I FWO-3180 80.562 79.500 95.437 FWO-2980 80.562 79-500 95.437 FWO-2780 80.562 79.500 95.437 FWO-2180 80.562 79.500 95.437 FWO-31611 67.437 66.375 82.313 FWO-29611 67.437 66.375 82.313 36 FWO-27611 67.437 66.375 82.313 FWO-21611 67.437 66.375 82.313 FWO-3168 64.562 63.500 79.437 18 t8 FWO-2968 64.562 63.500 79.437 35 FWO-2768 64.562 63.500 79.437 FWO-2168 64.562 63.500 79.437 UNIT GLASS DAYLIGHT UNIT DES. I, DIMENSION OPENING DIMENSION 15 O^ 15 PRODUCT RENE,Wry) HEIGHT 37 Ps complying wim the Florida 1.250 1.250 k16cEi gC4ue TITLE Qoo Qoo Acceptance No -040.l(, UNIT, ASSEMBLY - IMPACT F-1 Ex Lration plate 8 FWO SINGLE 5 R$: i� eallll a€le PrescLet Colatyol' Andersen Corporation Divis' Bayport. Minnesota 55003 1/tF MIN. SILL ONC DEAD 1/8" MIN. SILICONE BEAD TNESE ORA*INGS ARE PR01IloCG AS A SER9ICE er ANDERSEN coq=;.IOH 100 THE 9ENEr1I or ITS CUSTouEas. FINN rtESPONSIBIUIr foR KCONACr or oESiGH,rIH+L FULL LCNGIH 01 SILL _ FULL LENGTH OF SILL Sr ECIE ICA7I S,aRA*INGS AND FOR THE ACTOAL INSTAl1A710N SVGGCSI[D df I11E SE _2 X 6 SPF C 9/28/00 040 w-HGS LI[S*ITN THE MCHITECT.ENGINEER�/oR.EOHTR,Ctm. M2 WOOD BUCK 2' X 6" SPF B14/20/001 COr'rRIGNi ANDERSEN CORPORATION 7991. ALL RIGHTS RESCRVEO. /2 WOOD BUCK Al8/6/99 spp"E/wrcDft�wING NWBER REVISION 4/20/0o DADE-FWO-IMPACT sHr. 3 of 4 I r MIN EMBCDMENT 1.43 (7) DIAMETERS (2)PL. 12 I 8 2' X 6' SPF 12 WOOD BUCK OR MASONRY SECTION D-D r li 1/4" MAX SHIM SPACE 2 PANEL 3 2 (2)PL. 2 39 17 INTERIOR 17 18 16 5 VIEW 5 16 ----- 9 2" X 6" SPF -- -- - -- - BUCK OR MASONRY 2 2 OR MASONRY C --- 17 17 5 INTERIOR 42 ----- VIEW 1516 16 \ 42 42 4 7 7 --_ _- - --_ EXTERIOR VIEW 6 _-- -- - - -- APPROVED AS COMPLYING WITHT"R 6 45 `. I�Q�jQA 45 SOUTH F �U lqq CODE 1 4 DA E .J U n zoo 39.125 MAX. (2)PL. BY DAYLIGHT OPENING 13 38 14 42 1 6 PRODU T CONTROL DIVISION 7 40.250 MAX. (2)PL. 38 EXTERIOR 7 BUILDING CODE COMPLIANCE OFFI GLASS DIMENSION VIEW 45 ACCEPTANCE NO. 0 0 i l' $ 4 45 FWG-8080 40.250 39.125 95.250 1 11 8 6 4 10 FWG-6080 28.250 27.125 71.250 FWG-5080 22.250 21.125 59.250 48.000 MAX. PANEL WIDTH (2)PL. FWG-80611 40.250 39.125 95.250 FWG-60611 28.250 27.125 71.250 95.250 MAX. UNIT WIDTH FWG-50611 22.250 21.125 59.250 FWG-8068 40.250 39.125 95.250 2' X 6" SPF FWG-6068 28.250 27.125 71.250 /2 WOOD BUCK FWG-5068 22.250 21.125 59.250 OR MASONRY FWG-4380 40.250 39.125 50.000 FWG-3380 28.250 27.125 38.000 FWG-2980 22.250 21.125 32.000 2" X 6" SPF FWG-43611 40.250 39.125 50.000 SECTION B-B f2 WOOD BUCK FWG-33611 28.250 27.125 38.000 47 a7 OR MASONRY FWG-29611 22.250 21.125 32.000 SIDELIGHT FWG-4368 40.250 39.125 50.000 FWG-3368 28.250 27.125 38.000 I 2 INTERIOR 2 FWG-2968 22.250 21.125 32.000 VIEW UNIT GLASS DAYLIGHT WIDTH DES. DIMENSION OPENING 51 18 S 5 16 18 51 WIDTH DIMENSIONS 16 I • IT PRODUCT RENETv F,11 1 7 7 8S complying with the Florida TITLE e46 a2 Buiding Cade 1 42 t AceelluTlce No - 5. n7^ UNIT, FWG - IMPACT 45 EXTERIOR 45 5 46 ExiPration Da WE� M!N EMBEDMENT 49 6 VIEW 4 1.430 (7) DIAMETERS (}y IIII - (2)PL 39.125 MAX. nki&nl• EN ade Product ConttTlt Andersen Corporotion 1/4' MAX DAYLIGHT OPENING 493i15i 3 Bayport, Minnesota 55003 SIMM SPACE IMEsE of .Il s ANE PoovIOEO AS A SEMICE 6Y NAMRSEN CONPO/U11a1 TOP THE (2)PL. 40.250 MAX. GLASS DIMENSION OENEriT AT ITS CVSTONGS FOR NESPACT�O11SI91E I IY FOR IC SL CY or OE SIGN, sE sPECIrT or iT5. usT INCs ANO FOR INE ONSIB INT'FOR ION PACT or Of NKSE ONAwINGs E![S wITN THE ARCHITECT.[No1NE[N ANO/ON EON1NAClON. - - - B 4/25 00 - CoPJCG T NMJN CONPOINIION 1996. A t NIGMS NESENVEO. 48.000 MAX. PANEL WIDTH IA12/19/991 APPNOYE/o.rE oRAWRIC MANGER REVISION 2/19/00 50.000 MAX. UN17 WIDTH sm. 3 of 4 DADE-FWG-IMPACT III ` 56 1/2" MAX. WINDOW WIDTH .71 7/8" MAX. - � v Q 27 7/32" MAX. 27 7/32" MAX. WINDOW WIDTH SASH WIDTH 22 31/32"MAX. I SASH WIDTH 22 31/32"MAX. I 24" MAX. ANCHOR CUPS SASH WIDTH SASH WIDTH 24" MAXz n j . ® SEE SHEETS 3 J FALSE MUNTIN D.L. OPG. D.L. OPG. FOR QUANTITIES AT HEAD/SIIL 19M33/4" 19 3/4" 19 3/4" p o N I SURFACE APPLIED MAX MAX. 14 OPTIONAL a. ® ANCHOR CUPS D.L. OPG. D.L OPG. D.L. PG. E1.v .. p E SHEETS 4 ® ANCHOR CUPS •y.� ,� v A FOR QUANTITIES AT JAMB SEE SHEETS 3 a C) M - _ - - 16"M FOR QUANTITIES AT HEAD/SIIL a a HEAD/SILL z® (D ANCHOR CLIPS OR;.V) w a A Al SEE SHEETS 4 o or U FOR QUANTITIES AT JAMB z>M C I I / \ CL 00 LLm N . 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O D8 X 1" SCREWS 1/4" MAX. z co 3 SHIM/GAP 3 O 2 PER CUP O SHIM/GAP z z10o- WO cV Q - 5 O 0 v 8 — a P4 ° V n 1 ° U w o I I z> 00M ----- ----- -- ———— ------ C) O 00 W N l ` - W � Wv�i_ o _v N0. OF WDW. HEIGHT ANCHOR CLIPS i UPTO AT EACH JOMB I 52-13/16* 2 I _.._.._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.- _........_.._.._.._..—_.._.. 71-7/8w 3 3 Z ANCHOR CUPS 1 EQUALLY SPACED AT JAMBS ° w = o 1-1/2" X 3" X .030" STEEL O it I i SEE TABLE ABOVE FOR, QUANTITIES 20 d Z o " 14 2 13 21 4 d 0 Ldto D. • L LOz fro OPG. D.L. OPG. 3 > i V VENT WIDTH VENT WIDTHZ = C-) W N WINDOW WIDTHW p —> .W �` OCL � EXTERIOR a o >2 BUILDING PLANS EXAMINER 9 Q C) >2 I RE.VIEWIgD AOR C ODE COMPLIANCE iM O I KEEP THIS PLAN ON JN O E5 A MAY 21 2003 Building&Zo ing InWec v-1ax.:FL. Z W 15 U Examiner signature c o License m v a Approved as eomPbFist with of o Florida Befdiag Cbft _ _ _ _ _ _ - - - - - - - - - - - - - NOA1i 01- Am 1i o Mia� Dade Prod Control o o i; Divi" o - •` C c { D.l_ OPG. D.L. OPG. Esr �� FPr<OOQ Sr o TRUCTURES. � FLA. FE # 16557 c _ VENT WIDTH VENT WIDTH - v * > ' T I � • drawing_. .no. W01 -46 sheet 4of 5 I 56 1/2" MAX. 71 7/8" MAX. WINDOW WIDTH WINDOW WIDTH 7� 27 7/32" MAX. 27 7/32" MAX. 22 31/32-MAX. 22 31/32"MAX. z 00 SASH WIDTH SASH WIDTHSASH WIDTH SASH WIDTH Z w to z ® ANCHOR CUPS 24" MAX. 24" MAX. SEE SHEETS 3 0 o m I FOR QUANTITIES AT HEAD/SIIL 19 3/4" 19 3/4" 19 3/4" �"i E N 2 D.L. OPG. D.L. OPG. MAX. MAX. MAX. v FALSE MUNTIN In D.L. OPG. D.L. OPG. D.L. OPG. ANCHOR CUPS SURFACE APPUEO ANCHOR CUPS ® SEE SHEETS 3 OPTIONAL SEE SHEETS 4 a p M 1 O A FOR QUANTITIES AT JAMB 16" FOR QUANTITIES AT HEAD/SIIL 10.1 °" — —— — HEAD/SILL ® ANCHOR CLIPS U W SEE SHEETS 4 w r i 0o fk z® A Al — FOR QUANTITIES AT JAMB Or z j O pnp � N C A I II / II \ 11 W w rncx M 11 II LOCKING POINTSif ir- - I SEE CHARTz cM�t ,f n I / % � I� \ I C ii F ii ti\ I d w x . X . o --� -- -� -L _ L �o x cc ---- - -- -= - G3 CL z c� G N oo x m O / /�yi //lt j3VILDING PLANS EXAIRWNe rj 3 0 � I I / m u! ✓ F m I JL--- --JL I ' n o x % _ _ _ %IA� RE�IP� 'Q o =--�r� 'n vg� '' o �s � '® uO1i z co V' I \ II II / I o ® CODE CO P�IANTC W 0 1IJ II I NQ I ll II 11/ I N THISp a• Zrq� =J�= =�r� IX w L I LO 'MAY 2 1 2003 3 v Q ./ I' Z Z n II — — — —— —I — -� Buildil7�&Zoning I i;G Ui�l-lax., FL _j w N — — — — — -- > xowo8 Exarpirle, SIR u STATIONARY SASH CUPS Z TYPICAL ELEVATIONS (1) PER HEAD do SILL Licelt50 No.�a � Q m FOR QUANTITIES 0 JAMBS SEE CHART r TESTED UNITS LOCKING POINTS NO: OF AT. U M SEE CHART WDW. HEIGHT KEEPERS STAT. CUPS w A UPTO AT SASH AT STAT. JAMB °- 'PERMA-SHIELD' VINYL CLAD WOOD CASEMENT WINDOW (IMPACT) 28-3/8* 1 1 (IMPACT) 40 -13/16"40-13 16" 2 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR 59-7/8 3 3 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 71-7/8- 3 4 W 'APPROVAL APPLIES TO SINGLE. DOUBLE AND TRIPLE WINDOWS IN ANY COMBINATION OF VENTING OR STATIONARY UNITS. °41 m cf a, AppmvW as c6mllbbl9wit6 the v i `iia Lcb2 ii o 6 Miami Dade i'rodwet Coaw 0 0 0 Ifi • w o o THIS PRCIDUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE o I ZONE OF THE 2001 FLORIDA BUILDING CODE. Engr. DR. HUM—A—Y 11N FAR Q ,I A o ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. STRUCTURES n FL& PE f 1 b557 0 WOOD BUCKS BY OTHERS (MIN. 2X4 GRADE 2 SYP), MUST BE ANCHORED m PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. I ru i 9 ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. I i ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL G 1 3 2002 DRESSING OR STUCCO. drawing no. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS W01 —46 ' I ARE NCT PART OF THIS APPROVAL. sheet 1 of 5 ANCH RCUP ] ?-1/2" X 3" X 0300 STEEL ® TYPICAL ANCHORS �G WO OR 26Y SEE CHART ® LEFT JAMB 2 PER CLIP I I � WOOD BUCK 0 HIM/GAP 3 O O $ X 2 PER CUP O SHIM/GAP r� V) m z F1 W N Q / 5 Ri OCL v W O ' t rm, Z��� u WDW. HEIGHT ANCHOR CUPS 1 7 v '° w .g J UPTO AT EACH JAMB I 71-7/8- 3 -- d o Z I ANCHOR CUPS ° O EQUALLY SPACED AT JAMBS ° W V 1-1/2" X 3" X .030" STEEL O rj i SEE TABLE ABOVE FOR QUANTITIES 2U 0- Z o0 Lc 2 13 21 4 o Oj �n 14 D.L. OPG. D.L. OPG. 3 U Q 2 n VENT WIDTH VENT WIDTH WINDOW WIDTH 5 W 0Q- EXTERIOR a v . BUILDING PLANS EXAMINER aomE RE.UIEWED FOR o CODE COMPLIANCE KEEP THIS PLAN ON JOBO _ MAY 21 2003 Buiiding&Zo ing 0 Inspei v 1ax.,FL. 15 o Examiner gIgnature — — 41 CD License Na ., _ .___ , ___---�-_ ------ a � I v m � Approved o coorm"Wotb!Hs m m FWds BsWiag l�_ Date StPktmb�r iq,10D2 - - - - - - - - - - - - - NOAH 06o3•v� cyo Misml Dsde Prodret C*Strd o 0 0 w1vb1" o >gl' ` c I - 1 I Engr DR. WF FMOOQ 1 D.L. OPG. D.L. OPG. STRUCTURES. n \ _ —a FLA. FE 16557 0 VENT WIDTH VENT WIDTH - �� Ilk! -6 u drawing __no. 1 W01 --46 I' sheet 4of 5 I ...... .. .. 4.125 1.530 QUANTITY DESCRIPTION MATERIAL MANF./SUPPER/REMARKS -� 1.277-� ITEM NUMBER `¢ i 2.250-- r.969 1 30835 AS READ. FRAME HEAD/SILL WOOD ANDERSEN 1.400 I .391 2 30838 AS READ. FRAME JAMB WOOD ANDERSEN o l 569. T- 3 - OPTIONAL EXTENSION JAMBS WOOD ANDERSEN z 3 1.313 WOOD ANDERSEN .642 �- 1.359 4' 30839 1 POST MULLION - A Z w i 5 30056 1 CASING MULLION O p � n1 d' 0 805 .345 6 - 4 o o U L-2.3' 44 703 7 30013 4/ SASH SASH RAIL/STILE WOOD ANDERSEN Q� p 0 1.746 .941 2.000 8 2/ WDW VENT STOP JAMB WOOD ANDERSEN a a 9 30846/48 1/ WDW. VENT STOP HEAD WOOD ANDERSEN LZ'i VINYL CLADDING FRAME HEAD/SILL, VENT STOP SILL 10 30843/45 1/ WDW. VENT STOP SILL WOOD ANDERSEN c 1.277 11 30184 AS REQD. GLAZING BEAD PVC _ z 4.125 2.000 12 30810/12 1/ SASH ROTO OPERATOR STEEL AMEROCK CORP. C) 1.400 L 2.250 �- .989 •345 ;� 83X4422" 1/ SASH SNIGGER ALUMINUM - O vi00 o a / SNUGGER SCREWS - AT 1-1/2" FROM ENDS do 12" O.C. wN� o .406 796 15 30053 - STATIONARY SASH CUP GALV. STEEL W z 486 1.109 t 6 1361409 2/ SASH HINGE ASEMBLY AT TOP do BOTTOM OF SASH STEEL AMEROCK CORP. I Z N g -1 891 '�' w I ^ 17 - AS REQD. LOCK W/ KEEPERS ON SASH STEEL AMEROCK CORP. .93 .844 844 Fes-2.344 I--,985 -I 18 30213 AS REQD. WEATHERSTRIP STILE - - 3 Z 19 30021 AS REQD. WATERBAR WEATHERSTRIP O .941 20 30871 1/ SASH SASH REINFORCING BAR ALUMINUM FOR 64-13/16" do 71-7/8' WOW. HEIGHTS ONLY z rn VINYL .CLADDING FRAME JAMB VENT STOP HEAD218 X 5/8" - REINFORCING BAR SCREWS - AT 111" O.C. MAX. 1.900 �" 546 22 - AS REQD. BRAD NAILS 1-1/2* LONG GALV. STEEL' a Z o k q 510 2.000 1.091 I 23 30172 - FOAM WEATHERSTRIPPING - - o O t,i C) .403 COPED CORNERS WITH ALL WOOD TO BE PONDEROSA PINE OR EQUAL VINYL CLADDING CORNERS 3 U ¢ ;, 3 STAPLES PER ORNERMITER CUT Z = Z WELDED ALL AROUND p W f- 1.141 1.015 2.000 (1-1/2" X 2" X 16 GA.) N 1.186 1.010 985 S W 0 0 f za CL0 I w QO [0 L1.2-83- 1122 - .891 N VINY�' It VET RAIL/STILE VENT STOP JAMB COPED CORNERS WITH O 3 STAPLES PER CORNER o �--2.031 (1=1/2" X2" X 16 GA. !¢ 0 li .941 � � � �` 2.344 f #12 X 2-3/4" I O WOOD SCREW I r0 .844 ` •6 125 CENTER POST CASING I I I ° 0D �z I I I i 844 1.623 U J IN 704 ® I c a� j ooh VENT CORNERS T ° 62a FRAME CORNERS ` < i O VINYL CLADDING CENTER POST 3.000 3.030 . 1 1.969---] .468 Q � o Engem DRS HSV YR 3 FAROOQ N o O (D pO CENTER POST CORNERFtA. 1"i N N < 1._500 PE 16557 no \ _ �- �- 384 O Apps evcd e:comms wbCb t o a a mr 305 625 � L (+� o S-$ 1 7i��'Code c « v` u �. L .543 � KOAp 01.0 Mhe � I I 160 �_ 7 d Dsde Product Ceetrd drawing no. M-1.719--�I .299 .019 --- � Di .030 ' 242 ® >� a W01 46 EXTENSION JAMB (HEAD/JAMB/SILL) GLAZING BEAD STATIONARY SASH CLIP ANCHOR CLIP SASH REINFORCING BAR sheet 5 of- 5