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HomeMy WebLinkAboutSET UP-INSTALLATION47 9/16' 47 9/16' EEiE��T� OLD. (FIX. ME) D.L.O. (FIX. ME) AY SCANNED 6' � 6 MAX. HFAD/SILL HEAD/SILL 0 r BYCORNERS 140 MAX. 14' MAX. 1 CORNERS HUD/SILL HEAD/SILLF FALSE NUNTINS j St. Lucie County(SURFACEPLINEpDi A A �1 ug _ I� �I jj y�yq� jl 11 11 i1. II 1.a p� I INSC n _IE=--4----R_-- Z F 0 z 3Hy6 O.L.O. (VENT) D.L.O. (VENT) H ° D 50 1/8' 50 1/8' m> W LL ALUMINUM SINGLE HUNG WINDOW (L.M I 1 vENT vpDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER j o Gi •' HEAD/SILL ANCHORS NOT gEOD. 53 1/B' HUD/SILL ANCHORS NOT REOD. 63 I/B' N D CHARTS SHOWN ON SHEETS 2 & 3. FOR WINDOWS TNAi RFOUIRE WNOOW WIDTH FOR WINOOWS IIUT REQUIRE WINDOW WIDTH a O 62 PSi LESS B2 PSF OR LESS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE DESIGN PRESSURES DESIGN PRESSURES COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER UNEQUAL LITES (ORIEL TYPE) EQUAL LITES WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. TYPICAL ELEVATIONS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL TESTED UNITS°+ R B WILL APPLY TO ENTIRE SYSTEM. ° 9 E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n B a�a D@a aH REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE .. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS `° .8 C - = m TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ° MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `1'U 11 J11I]T b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. : 'Q;• O°�WF '']•� S •>,.� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT _ S COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE No. 706M '= U �, E• REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. ❑ E Q t tr C 8 j THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ,,QWWD[E FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 0',., BTATE OF +NYC` drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �� F'•�DN•' Q�TT� W03-53 WATER INFILTRATION RESISTANCE ETC. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ,p_ �,L CONDITIONS DE REVIEWED BY THISNC AWING ARE TO BE ANALYZED SEPARATELY, SHUTTERS ARE NOT REQUIRED. A /ONAI, AND INI nn1 aneel 1 °/ 8 UNEQUAL LITES WINDOWS DESIGN WAD CAPACITY - PSF FLANGE DIMS. SERIES 1030 SERIES 1040 SETS 1041 SERIES 1062 WIDTH HEIDMEKT.(4) 1M.(-) 19-1/W 24' 26-1/Y 32' 37' 40' 48' 53-1/8' W-5/8' (4) BSA 72.5 62.0 62.0 62.0 75.0 00.0 I] D 61.0 J2.5 U.0 52.0 62.0 75.0 90.0 130.0 85.0 )2.5 62.0 62.0 62.0 )5.0 90.0 130.0 65.0 72.5 62.0 62.0 62.0 75.0 90.0 130.0 65.0 72.5 62.0 62A 62.0 75.0 90.0 130.0 65.0 )25 52.D 62.0 62.0 )5.0 90.0 130.0 65.0 72.5 62.0 62.0 62.0 75.0 90.0 1]0.0 65.0 55.2 62.0 52.0 62.0 75.0 90.0 130.0 19-1/8' 24' 26-1/2' 32' 3)'(5) 40' 48' 53-1/8' 1.M.0 65.0 )2.5 62.0 62.0 62.0 75.0 90.0 130.0 611 )2.5 62.0V01 )5.0 90.0 130.0 65.0 J2.5 62.0 )5.0 9DA 130.0 )2.5 62.0 )5.0 200 130.0 85D )2.5 82.0 )5.0 9D.0 130.0 82.0 75.0 9D.0 136.0 62U )5.0 9D.0 130.0 62.0 75.0 90.0 129.6 19-1/8' 24' 28-1/2' 32' 37' 40' 48' W-1/8' 76' (6) 65.0 72.5 62.0 62.D 62.0 75.0 90.0 130.0 65.0 )2.5 62.0 62.0 62.0 75.0 90.0 130.0 85.0 )2.5 62.0 62.0 62.0 75.0 '90.0 IM.0 620 52.0 62.0 75.0 90.0 130.0 82.0 62.0 62.0 75.0 80.0 130.0 62.0 62.0 62.0 75.0 90.0 130.0 62.0 62.0 62.0 75.0 90.0 130.0 62.0 62.0 62.0 75.0 80.0 128.1 19-1/8' 24' 26-1/2' 32" ])' 40' 84' ()) 650 72.5 62.0 62.0 62.0 75.0 90.0 130.0 65.0 7Z5 62.D 62.0 UD 75.0 90.0 130.0 62.0 62.0 62.0 75.0 90.0 130.0 62.0 62.0 62.0 75.0 80.0 130.0 62.0 VD 62.0 )5.0 90.0 1.0 ]0 62.0 62.0 62.0 75.0 90.0 130.0 19-1/8' 24 26-1/2' ]2' ]J' 96' (8) fi 0 72.5 62.0 62.0 52.0 75.0 90.0 130.0 62.0 62.0 62.0 75.0 90.0 130.0 - 62A 62.0 62.0 75.0 90.0 130.D 62.0 62.0 62.0 75.0 90.0 I3D.D 62.0 62.0 62.0 )5.0 80.0 130.0 I SERIES 1030 nerka, Inc.' GUSS )95 MN. Cl 5 .090' Inledayer Salle. Clear And Color G1a99 By'Eastman Chemical Co.' r3/I6' MN. GLA55 UNEQUAL LITES (ORIEL TYPE) ]/16' HEAT STREN'D Cl0. .090' InUncyer So1k. 01.1 And C61ar 0.1. By 'Eastman Chemical Co.' 3/16' MAT STREN'D GLASS SBICONE a m FDOWSL 995 SERIES 1040 SERIES 1041 GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAT STREN'D CUSS .090' Interlayer SenhyGla9 By'Kumrq Amedca, Inc.' 3/16' HEAT SINEN'D GV S I I S6ICONE r DOA'SIL 995 SERIES 1062 No.706B2 O mmw drawing no. 11 W03-53 EQUAL LITES WINDOWS DESIGN MAD CAPACITY - PSF FLANGE DIMS. SERIES 1030 SERIES 1040 SERIES 1041 SERIES 1062 MDPH HEIGHT E2T.(4) IW.(-) EM.(4) INi.(-) E2T.(4)'W.(-) W.I.)'W.(-) 19-1/8' 24' 26-1/2' 32' 39' 40' 40' 53-1/8' 26 (2) 65.0 22.5 62.0 62.0 65.0 75.0 90.0 1304 65.0 72.5 62.0 $2.0 65.0 25.0 90.0 130.0 65.0 22.5 62.0 62.0 65.0 75.0 90.0 13DD 65.0 72.5 62.0 62.0 65.0 05.0 90.0 130.0 65.0 22.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 92.5 62.0 62.0 65.0 75.0 90.0 INN 65.0 92.5 62.0 62.0 65.0 75.D 90.0 130.0 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 19-1/8' 24- 26-1/2' 32' 32' 40' 48' 53-1/8' 38-3/8' (3) 65.0 22.5 62.D 62.0 65.0 75.0 90.0 130.0 650 22.5 82.0 SID SID 75.0 9D.0 130.0 $5.0 72.5 $2.0 62.0 65.0 75.0 90.0 1300 650 72.5 62.0 62.0 65.0 95.0 90.0 130.0 650 92.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 92.5 62.0 52.0 65.0 75.0 00.0 130.D 65.0 72.5 62.0 82.0 65.0 25.0 90.0 130.0 SIG '12.5 62.0 62.0 65.0 75.0 90.0 130.0 19-1/8' 24' 26-1/2' 32' 37' 40' 40' W-1/8' 50-5/8' (4) 0.0 92.5 62.0 62.0 65.0 25.0 90.0 13..0 65.0 72.5 02.0 62.0 0.0 75.0 00.0 I30.0 65.0 72.5 62.0 62.0 65.0 75.0 00D I30.0 65.0 22.5 62.0 62.0 0.0 95.0 90.0 130.0 05.0 72.5 02.0 62.0 65.0 75.0 900 130.0 65.0 72.5 62.0 62.0 65D 75.0 90.0 130O 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 64.4 "A 62.0 62.0 65.0 75.0 90.0 130.D 10-1/8' 24' 26-1/2' 32' 32' 40' 48' 53-IIW 63' (5) 65.0 92.5 62.0 62.D 65.0 25A 90.0 130.0 65.0 72.5 62.0 52.0 65.0 25.0 90.0 130.0 65.0 22.5 62.0 62.0 65.0 95M 9D.0 130.0 65D 72.5 82.0 82,0 65.0 25.0 90.0 1300 650 22.5 62.0 62.0 65.0 35.0 90.0 130.0 EG 72.5 62.0 62.0 65D 25.0 90.0 130.0 64.0 64.9 62.0 62.0 65.0 05.0 90.0 130.0 560 56.0 62.0 62.0 65.0 25.0 SOD 121.8 19-1/8' 24' 28-1/2' 32' 37' 40' 48' 30-1/8' 96' (6) 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 66.0 72.5 62.0 62.0 05.0 75.0 90.0 130.0 65.0 229 92.0 62.0 65.0 25.0 90.0 130.D 65.0 72.5 62.0 62.0 0.0 95.0 90.0 130.0 65.0 92.5 62.0 $2.0 65.0 75.D 90.0 130.0 65.0 225 62.0 62.0 65.0 75.0 90.0 130.0 62.0 62.0 65.0 25.0 90.0 130.0 62.0 62.0 65.0 75.0 90.0 1117 19-1/8' 24' 26-1/2' 32' 32' 40' 48' 84' (9) 65.0 72.5 62.0 620 65.0 750 90.0 130.0 05.0 02.5 62.0 62.0 65.0 25.0 00.0 130.0 65.0 72.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 62.0 65.0 05.0 00.0 130.0 66.0 22.5 62.0 62.0 65.0 75.0 90.0 130.0 - - 62.0 62.0 65.0 75.0 900 130.0 - - 62.0 62.0 65.0 75.0 9GO 130.0 19-1/8' 24' 26-1/2' 32' 39' 40' 96' (8) 65.0 22.5 62.0 62.0 65.0 75.0 900 I30.0 65.0 22.5 62.0 62.0 65.0 75.0 90.0 130.0 65.0 72.5 62.0 $2.0 55.0 25.0 90.0 130.0 65.0 22.$ 62.0 62.0 0.0 73.0 90.0 130.0 - - 62.0 62.0 65.0 75.0 90.0 130.D - - 62.0 62.0 65.0 75.0 90.0 130.0 EQUAL LITES �dRS S�9NA11� cy 0 � 44�3� u aall, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAOB-DEC-219 a:Y No,70592 p 5 Q '•, SPATE CP t•�� Clawing no. c W03-53 TMILIt AxcND@s SEE• $EE EL AxcNDRs O WOOD 18! BUCK , fOR fiPMNG 1Bf WOOO BUCK FON BPMNG i 0 m ° • . e , ° • @OGE ORf. ' • e - . EDGE GOT. p• e• - O�Q`y�yU o� 1 y ppO�NyF�$jj SLOPED FLAT , n V !44m• 4s O& 4 Q O, 46 '27 pgpJpqp ga?LL SQ d 11 I Zz p61 O II II J II II 4 1 x 1. II 1@ B OPTIONAL TO 3 o m «a O m n x I� SPRING LATCH Lf U u n 4 i 0 Go O i z c L o i s O fi Z_ O n ID m m W 6 W = mZaP F �V ]9 0 m cos" NO-* �a0: I li II I ri yyyy J o II II II 0 1B I, II 25 CO�� 39 �•� I I 23 SEALANT u - ' © T w H ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. ° ff o n I $ 2 � mi � \\111111111 f ,�y� •1 No. TOM ° EDGE OISi� •�ryL Efawin9 no. W03-53 O '•, BTATEOF ••y�� • • p - 3 1 MICH..S /ONAIE�.``� SB!!l 4 0l B w ' B1 FOR SPMNC Ifllll 11\t\\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 M. FY.T55 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1- 1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU IBY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED IMO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 014 SMS OR SELF -GRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO MEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WNH A MwUM TO BE PIATED OR PNNTEO) ISMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/B' THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTMDT WITH A UMINUM TO BE PUTEO OR PAINTEO) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2' MIN, INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'. - 3000 PSI MIN. C-90 HOLLOW/DLLED BLOCK AT MMSS I'm - 2000 PSI MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL COUNTY APPROVED MUWON ANCHORS APPROVED ANCHORS Bp �o sn J 1YLtp1111 FV/A/ L �F:'OGFHs6. "'O g C Na 70592 •. BTATE OF 41 drawing no. f,Sn RoRto�,vO,c` W03-53 WOOD TO SAIANCE EXTERIOR WOOD ITEM N0. PART NO.. MOM OFS[RUMON uATERLU. W F./SUFFU VM Au p V � 1 021-ON 1 FRAME HEAD (SIOPm) 6063-T6 ARCH ALW. IA 021-W6 1 FRNIE HEAD (MT) 6083-T8 ARCM I U. p 2 021-002 1 FRNWE SILL 6063-i6 MCN ALUM. _ 3 3 MI-005 2 FRME ]AMB WSJ-T6 ARCH ALUM. D Z X 022-007 1 MM. RML 6063-15 ARCH AWM. 6 022-004 1 VEM TOP RNL GW3-15 ARCH ALUU. q u 7 022-001 1 VENT COMM RM 5053-15 ARCH AWN, O a 8 021-003 2 VENT SIDE RAIL 6063-TS ARCH &UN. W 18 021-011 A/ WE GI IKG BEAD 600-M MEN ALUM. 8 , IBA 021-012 W/ IRE GU WG BEAD 6063- LMCN ALUM. V O •'� 23 021-000 2/ VENT SNAP WON (2 O ]' LG) 6O3-i5 MCH ALUM 24 025-WO 2 1 am UF1 BALANCE CA1RW61 YFG FO O 2M 024-OO 2 1 BLOCK k TACKLE BALANCE BSI QQQZ Gq iii6iii 25 00-001 2 SPWNG ST/ST D. SPRWG WE 26 004-005 - IBM BRACKET SPELL CMDWELL YFG O <b8 n 010-001 - srsx sroP wGro vwn WA91EA TOOL 0 28 004-002 SNEEP LOCK O T' FROM ENO METAL suU m 0 ASSOC. 29 016-01 AS REDS. FIN SEAT WOOL PEE IM1TM FM y 30 023-001 FILLED BULB NNri WESBURY J .ANCHORS 31 015-ON - CHIMNEY PLUG CLOSED CELL FRWK LOWE RUSBR R S6p*cI 33 G08-0I4 AS RE00. /6X1 PHPN SUS ST/Si Z U o ]X 008-031 2/ ENO /1DX1 PHPN SUS Si/Si JE O n O y MM. ]) 012-001 - SEAM SEALER SY5501 ACRYLIC SCNNEE NOREHEXD O U u y M 39 WB-010 - IMI/2 UCFHPH US sT/BI I 3 y AO WB-017 - )BX1 1/4 MPH SANS SI/ST C G n 42 015-001 AS REOD. MR NNYL VUM WASTER TOOL Z L AU 015-007 AS REM. WEDGE GASKET NNn In O '- D 45 015-M - OAW SPACER NNFL FRANK MWE FROM j > W 0. O Z A — XSA 015-004 1/I6 X A00 sPACEA NNri fRuOt 1D'NE RUM2 > o ' 46 012-004 - m995 9MCONE WWSLL O .. C N O = P 49 010-010 SASH WIDE TOP PoGro m M O M PLASllt9 a O n SO 010-011 - SASH WIDE 001 ROO m N O N PNSRO OOV 51 008-002 /6X1/2 FNPH ENS SL/Si 55 00]-001 AS REOD. ROLL FORM SCREEN FPANE ALUMINUM RORroA SCREEN n 4$o�Re LN5 � Ai •'LSCBNsp � C No. 70M am OP drawing no. A10MON." W03-53 .2B)11-.0)B , 091.500 .909 -7 .625 �`'� I.000 r.30S O 9 q 1.999 I.151 I.BB) L 2 n a 9 875 � 062 S.082 ryp Q y t� oaz »II L]s0 1.4os 6 GCI N .457 .o)B iYP. 3.239 a&¢p t FRAME HEAD (SLOPED) a FRAME HEAD (FIAT) �,,g3g O LLpp O d� p-1.29s� 1.000 4 Fl%EO MEETING RAIL Q I 2.046 yLLL prtg9' 1.312 1.101 .750 O 3.095 062 I1' O]. .562 V J 11T•. 1 970 tA6] .062 407 �( 3 tli id M V !-2.467 1.)95� I.000 U U pupn D .B75 .078 3 FRAME JAMB 1.037 L Z }� �• a VENT TOP RAIL 6 6 a 2.6a LI 4ZUd^ 3EOcz 2.293 O 1.334 Ot I.0008t:094 .0)B 3.438 2265 SW.062 2Rj 9 x' 5 I.)IS0nP F9]Ra 1.104 3.114 .903 2 FRAME SILL ] VENT BOTTOM RAIL 18 GLAZING BEAD 5 1.0f0 .B)5 �)B t•-y-.415 ; 3�`>�P`�..•�. ]]] Tc I g t.09 �.970 1.0'� 0� .303 : Na.70SB2 .BJ6 .0]B ttP. fi25j� 903 ';V••. -ATE OF F dlowing no. 63U�.'��;••.!IORIDS:' : W03-53 23 LATCH 8 VENT SIDE RAIL GLAZING BEAD ]3)ONALQC 4, eheal 7 al B i R1 o P / O gel0 8 oG��+ (i g0 yjM 0 Cabe VENT TOP CORNER O_ ti J o n FRAME HEAD (SLOPED) CORNER FRAME REeD (FLAT) CORNER s v r o J3 E z 3NYm � o o Z Ewa Saar'. I I 99 V Oa ry^ VENT BOTTOM CORNER - S 2 \\\\1\U�IIIIII/li�� I i OF. �� � IV :�•'•. &TnTEOF•Q/S drawing no. FRAM c� i CORNER r �' t+•'aP!��`�6��` W03-53 Jill" �� sheet B of B I o 0 z } Q m T U U J U) _.-. 0) 2. I , �.. s>r• __'=ice_-�-4. _ ._ . MAX.AX. _ NW/$6L~ ANCXwR ME A B OR C - ] At EACH A SEE SHECT ] IYP. ANCHORS TYPE A B OR C --] AT EACH SIDE OF NftAU0c SC SHEET i oa._opnc,, V ANCHORS TYPE A D OR C -i At EACNIMEET AAMB 5[C MEET ] RAMPART SERIES 5500 _ 4550' Ar 1MC INUM WINDOW 1YALL SYSTEM (S.W OLD HEIGHT - FRAME HEEIiGHT THIS PRODUCT WAS BEEN DESIGNED AND TESTED DO COMPLY WITH THE REQUIREMENTS OF ME 2014 (STH EDITION) FLORIDA SWUNNG COOL .. COMPLIES WITH REQUIREMENTS OF ANSI MY.. INCLUDING HIGH VELOCITY HURRICANE ]ONE (HWH2). :PRODUCT IBY OR ]BY WOOD BUCKS iI BUCK FASTENERS OY OTHERS. MUST BE —_.___ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER MPUED PRODUCT LOADS SYSTEM 6 MEFD FOR EIWL NSJLE IIEPACO THISTO ME BURLNG STRUCTURE F.B.C. APPROVED MWP T re. RCOWMO ANCHgi6 SHAll BE CCRROSMN R[SISTANT, SPACING AS SHOWN ON DETAILS INSTRUCTIONS: X FT. f GFUDIE. f011 MSTAWDOHS UP TO ]0 R. Of GRADE. AND wSM PER MABQrS OBSTRUCTIONS SPECIFIED C[BEEMENT m BASE USE CNNIS AS TOLLEIIT3 =TS NOT REDD. FOR INSTAUAMONS ABOVE 30 IT. OF GRADE. MAERML SHALL BE BEYOND WALL DRESSING OR STUCCO. —_ _. .. _.._�___. _ A LOAD DUPATroN INpVASE IS USED IN DESIGN a ANCHORS WO WOOD ONLY. STEP t oCi[aNa G6wN .wo PR6%WC vc[uEQrLNTa B.sm aN WwD vnacm mu HcrAO WAIT TONE USING FL i/21688 ALL SHIMS TO Of MGM IMPACT. NOB-METAU C AND NON-COMPRESSIME. ARAdBIE A]Q i STA\DMHD. WLCRMLS IHCLVOwQ BUT WERUTTED mwYflASCREWS, THAT CMCx D1S0x lDN CPIbIY TDR A CAOI SPMHO ShP ] M le.�4[,P �O w KydS6i rp1 M YKC,P. MM!! u` i .rsu[u,m. d ,ms KP}S, bslD ov ,ws ^TOM, NUWigN'. �;\\s DOwCUE MITO CONTACT WITH SMALL MEET ME - AND IQIPR UVM; CWl[R M wfur E I.IM[o •v.M DOES .., 0[w1[ 1. ,•f CW ftv I.Y al) REQUIREMENTS OF ME 2014 rLDRDA BUDDING CODE AT ADOPTED STANDARDS. ME WKTY SHOULD LYCL[O M[ DESIGN lOm, w ,m WCNKx,. THIS PRODUCT A➢PROVAL IS CENFIEC AND DOES NOr PPOVHDE INFORMATION e, 4if^ T C ;OH LOCVY[N, All a CMlq[MO IM'4O R ,1z FOR A SITE SPECUIC PRIUM. i.e. UFE SAFEEY OF THIS PRODUCT. ADEQUACY STEP 4 USON Cw1Ei5 ON Sn[R ] S[![tt ANCHOR OPTgx ONOAD OF ERRWF U PRODUCE AND SFAUNC AROUND OPENING FOR WTx DESIGN ��, uaEC MAN DESIGNRIN SPECIFIED O! SEEP I ALOW. ,om,!-.ti U. De ^[µRn s..rt°�:u .1m iiO[w.in ; ^,!. E<o•1�1�� IV ION REST ANC VC. WATER ONS NOT SHOWN IN THIS CONgTI0N5 Nor SHgWN IN THIS DRAWING ARE m BE AHALYEEO S[PAMLLLY, STEP 5 M[ IOAEST V4U[ R[SIREING IICIu srtPs y ] AND . rw 1., •.w[!, .v ..e .w K as•Oa D1 rw +.[ KoND. ,M N ,.c P! O M.mv 0r Me... a.W .s . \%O AND TO BE REWEWEO Or BEAUIwG OFFICIAL MAT EKCEED THE DESIGN WDHD RRESSURES OCImMxED m—mc twat• rP ,K •t. Ew.K. L.AE to., IR ,w �.n[. ,..E sn[ MANUFACTURER'S WE. SN11L BE LOCATED ON A READILY WSIBLE LOCADON TOM STEP 1 SIMLL MRY TO ENTIRE SSr[II. MCIC M..ws ra [. MI. (1; IN ACCORDANCE MIN SECTION 1710.0.3 OF FLORIDA BUILDING CODE. I STEP 6 TO SKIEMS MIN UN.WCHwSD JUIDs, MG SHEET 5, �R•,ns n.! o. l+ME !w ,a W,[ um alloKi u4 Aro ww,u.! a .E pp[[1w, " Ir O. ^[O.O rw, wux n UBEIMC TO COMITY WHIN SECTOR 1710.8.2. OCIERuiM 1M uM O LL.R GAP Cu[xMOxS —$0]IOQDi•16.1F III 3g ozj K 1� 4 1r 1r ]I• w Or 7r Tr +NA 1304 INA 13n0 1a00 I]pA Imo Ib 1m0 I]60 INA I= 100A 1]40 IOOA I= ODA IIN 00.0 11n] Bu +m] ma INJ a8' p' /8' 1. m' N' M. TB' INA 1]OA Ima INA two 1m0 Imo Imo Iwo I Iwo Imo IMO INA 1300 Imo 1360 INA Imo Imo 130A 00.0 11" no 11" ma Iona NJ INJ N' tl' 1r 1. w Or wBoa w INA 1300 Imo 130A INA IE Imo I= Imo 1300 Imo N 00 INA 1304 Imo 130A IOOA 130.0 INA INA m0 ILA] 00.9 I102 Im] m] 108] ]r 1r 01' 00' w000 1. N• INA I300 1NA I= IOOA 1300 INA 130Aw1000 1. Imo 1. IN.O Ma Imo Ime INA INA INA Iw Le] MA ne] NJ Im3 NJ I 100] 3r 12• 1r N Or 8r aY or INA INA INA Imo INA Ima INA I= Imo 1=A +m0 IWA INA 1300 Ime I= INA I30A INA I= NA IIB.] m0 I+e] am Im] ma 1w 30' 1r IB' 91' m• Bo' ' Ior INA INA Imo Imo INA I3n0 INA 130A INA 1=0 INA Imo 100A 1]OA 1000 I]OA 1a0.0 1]no Imo n0A mB n8.] NA IN W INAoo]+NA MIN' F +aoA lmo ImoN, Imo INA INA 1]OA IN.O Imo INTERPOLATION GrrWEEN WIDTHS OR HEIGHTS ALLOWED. MT T YUWON 'MI' MUITIBH 'Nr vf119a Ya 1 A [3 1a u i B10 IL40 I 1 NI WT W3 WIDTH (I]) - WI AT FRAME ]]MB WIOM (W) - M 4 W3 AT F E MITIUON Y TREY) HYP. MANDY 4. m Or'N Mnv AmwkO. In0' ,1/1' TEMP. GIAM rY I•nl I10 T F��s �a } `e ♦ / Wn�C GLAZING DETAIL rmTrr NOTE'. GLASS CAPACIHES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). FL gia An.81B no. W16-68 CODE OKI. IBY OR 2BY Mm MlCNOAS , 1 WOOD BUCKS SEE ELEV.- rOR SPAOND i ;• L DIV. u R � 1 • smucn YME Y.1iC�'g FOR SVN:6N! WOOD BUCKS AND METAL STRUCTURE NOT BY ECS j 'MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: BEE Ewv, FOR SPACING ME 'A'- 6/Ie• DM ULTRACOM BY tiers' (Fu.177 9% Fv166 KSO THRU ICY OR 2BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) ANCHOR FNEF DTSIANC6 IN10 CONCRETE - 2-1/2• MM, INID WOOD STRUCTURE 1• MIN. 77 TYPE 1r- 6/1R• eM 18TRAmu Rr 'nco' D-1,77 KSI, ry-IS6 0) DIRECTLY INTO CONCRETE 2' MIN. EMBED INFO CONCRETE (HEAD/SILL) ANCHOR PIIIF DRll_= IWO CONCRETE . 2-1/2• WN. TYPE •'0'- 3/160 OLL TOO; OR SELF ONnLNG SCREWS (ENM 6 CIS) INTO F.B.C. APPROVED MULLIONS MID METAL STRUCTURES (HEAD/MLL) ALUMINUM: 1/8• INK. MIN. (6066-16 MIN.) STEEL: 1/6• INK. MN. (rY • 36 KS( MI L31(8 IN COMK1 MIN AWIONM TO M MNP W PMNTM) �dE EDGE DISTANCES DIISTANCES L INTO METAL STRUCTURE .-1/2- MUM._ INM AT HEAD ON SELL Si - OSS IOH, CONCRETE AT READ OR SILL re m DODO PSI UK it I.B.C. APPROVED ;{ II YDwDN A MULLEIN CmDRS II �m '' SEE SEV mT 01,7NAL I' Q F Ia�R�i i FOR SVACNC Qap EE � a Z€�= R.N63! wni"k FL #21899 I I, drawm;m erea no. W16-68 meet WOOD RM M MOMM DONLDfPFD.IDDi SD RG P1rAsc m13W TO S M FACNREWS MIA AP UMN 11NmN. FOR MPAYA Or SDWHE TO SYBmMiE tr FINWYAIL W MD W W WHK r00 wA.MHOY. RmFA Am-I1r-10 FOR iVNSIRUD110N 101iPANG6 ALID n SgLW15 AT ANm G m cc DESIGNED BY V= W Or REDmm MOD ON M1NEAmMfR OM M6 m " MW 1/4- Mr ae DOOM BY DNiNRD or mom m THE 115E or MD ORENO.R TMc m 15% OF DW ALLOWED WNENEM. FL #21899 W16-68 2810—yII 1.250 IIr F 11 2.75111 1.754 LI 6.118 WA Q35 Low AN 1 GLASS STEP 1A01 .09A A.I,B rl° 9.961 .107 S.WO IAFS 1— I 1.159 L.- 1A RQNF. TORE MWON RCY N0. PM Manor GDA6TTTY DTSCOMTON WTERM MN1P. 3WP I E65-FS AS EEW. {RAKE WAISMA. 6031-10 - _ 1 ECS-FX AS RDOS CIAO STOP 6GS3-TS 3 E05-T1 AS M00. ME MKLLAN 8005-T5 - 1 EOS-T, AS Mom. 1 9/BANE uOWON 611 - 5 ELS-TB AS Rum0. ADN w RETAWEE COP. 3 LGNG OGW-T3 8 ECS-F8 .AS ROM MCNCR W. 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