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HomeMy WebLinkAboutPLANS0 JWI1LUWS @, EN, DESIGN H LITE IMPACT APPROVE FOR US HURRICANE ZONE (HVHZ) GENERAL NOTES; 1. THE PRODUCT SHOWN HEREIN I$ DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBQ, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING; • TAS 201-94 TAS202A9 • TAS 2034!4 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2R FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SHE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. A. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE: S. GIASSMEETSTHEREQUIREMEMS0FASTME1300 GLASSCHARTS. SEESHE96FORGWIINGDETAILS. C FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL WROUGHTIRON AND RADIUS (SHAPED) LITES. 7. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WfP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IFAUTHORITY HAVING JURISDICTION REQUIRESTHAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OR) RATIO =ON LENGTH F ON HEIGHT IS R 1.0 TABLE OF CONTENTS $NEU REVISION SHEETOESCUPTIDN 1 G TYPICAL ELEVATIONS, DESIGN PRESSURES. AND GENERAL NOTES 2 0 TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAL 2R BUCK ANCHORING DETAILS A 0 VERTICALASSEMBOES 5 e HORIZONTALASSEMBLIES -6 0 GWINGDETARS 7 B WOODSUBSTRATES R B CONCRETE SUBSTRATES 9 1 B COMPONENTS& BILL OF MATERIALS 10 1 B COMPONENTS' SCANNED„ BY St. Lucie County I � 1 ' = uA ® ACTIVE ` 0Q ( NOTE; 1JO95 SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS, CONFIGURATION MAH:OYFRAU. NOMINALSQE - DESIGNPRESSURE.(PSF) MISSILE IMPACT .RATING _' ._ f .6.,v POS. NEG. OUTSWING POS. 'NE . K S.G' 69.1 65° 1 0- 6S° 1&SMI %RADIUS 3'-G" -.' 6'e" 6 65° IMI&SMI X .:3--0" 8'-0' SDA 50 50A 50 LMI&SMI A: SEE GENERAL NOTE 7, SHEET L FOR WATERINFILTRATION APPROVED SILLS. B: DESIGN PRESSURE UNITED TO A1-50 PSf WITH USE OF GU HARDWARE, ITEM 927 PW.PAREDBY: BUILDING DROPS, INC »icaxueFaxww.au ux nauneualAvxx tbsiJM+A>6 ���NONIil1]v L90 �g .. g� zZ o w> �q QO ? �< y, QJQ ly O V � F W x K a �p"'os 91 ra - Y INSTALLATION NOTES: 1. ONE (111NSTALLATIONANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1. SHIM AS REQUIREOAT EACH INSTALLATIONANCHOR WITH LOAD BEARING SHIM(SL MAAMUMALWWABLE SHIM STACKTO BE1/41NCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S)SHALLBE CONSTRUCTED OF HIGH DENSTTYPIASNC OR BETTER, 3. MINIMUM EMBEDMENTAND EME019ANCEE%CLUDEWALLFINGHES,INCLUOINGBUTNOTUMITEDTO STUCCO, FOAM. BRICK VENEER, AND SIDING, 4. INSTALLATION ANCHORS ANDASSOCNYTED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESRTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCKOR EDGE OF MORTAR101NT INTO FACE. SHEILOFBLOCK 6. FOR]%STUD CONSTRUCDON,ANCHORINGOF THESE PRODUCTS SMALL BE THE SAMEAS FOR 3% DUCK CONCRETE/MASONRY CONSTRUCTION • T, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFICGRAVITYOF OM. B. CONCRETE -MINIMUM COMPREMIVESTRENGTH OF 3000 PSI. C. GROUT-fillEO CMU- UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPREVVE STRENGTH OF 3000 PSI AND GROUT CONFORMS TO A=C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 30DO PSI. D. HOLLOW BLOCK CMU- UNITSTRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 10DO PSI, B_ SEESHEETS7 AND 8 FORMORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DWYANCES, EMBEDMENTS, ANOSHIM SPACING. S. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEADOR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 6'8•DOORS B'0"000RS ANCHOR TYPE ANCHOR SQE SUBSTRATE MIN EMBEDMENT MIN,EOGE DISTANCE MAIL O.C. MAK.0.0 SPACINGAT SPACINGAT IAMBS IAMBS WOODSCREW NSO E%WOOD BUCK- OR FRAM LSR' - 1Td/1" 17-I0• ffWlAPCON 3/16' CONCRETUCMU E4/4• 11YP I7+1/1" B-3/8'•CONC 1.1/4`•CMU 1' 19.1/1' I7I/4- FFELCO ULTRACON 114" cONCRETE/6MU ITW TAT Nl 3/16° CONCAv E/CMU 1-1/4' 1• UP ia3/3' B3 DETAIL DT DY9%1.12 Fmj TYP.HOPPf/GU MULTI-POINTSHOOT BOLT PLATE LOCATION (RN PLATE SHOWN) DETAIL 01 TYP. HOPP GU b PO'rtON SHOOT 02 MULTI-POINTSHOOT BOLT NAT HATE PLATE LOCATION SILL .S MON VIEW I�� SIL SEWL HEA /-��-�-�-- WiM1 IRSWiDSEC 7-1 NOTE: WA—WHORS REQUIRED AT THE SILL FOR SINGLE DOORS DO ONLY. m�P4Y1WL(FPtHDId v ° .. . ntl}Sa1193 N>B i/JVI'A%lUAfy WD'vwx'YAL�ryYef�M rcrc4. $ 0 ¢a U Q. Q¢ W: DATE pi OP,ANCHOR LAYOUT naxuaxmuaaouNarnwanr E 1/4° MIN, EMBED UP. �5 SEETABLE OP o Ti d pW i g % G 2X WOOD BUCK INSTALL IX WOOD BUCK ANCHOR PER SUCK ANCHOR TABLE 2X WOOD _BUCK INSTALL 2XWOODBUCKINSTALL. aa„ wrwv NOTES: 1, 2K BUCKIS NOT FOR IN5TAIIATION ATSI L 2. ANCHORS MAY BE.STAGGERED AS SHOWN INDETN14jl 2KBUCKANCNORTABLE ss•ODORs go"DDGRS ANCHOR MIN. MIX.EOGF MIX. CFNiER MAK.O,G MAX. C.C. ANCNORTYPE SIR SUBSTRATE EMBEDMENT DIST.TO 1C CENTER SUBSTRATE DISTANCE 9PACNGAT SPAC01GAT IAMRS JAMBS M TAPCON 1/4' CONCNETE/CMU 1.1/1" 24M a^ 25^ 3 I/P ULTROCON 1/4' CONCRETE/CMU A-wELM 1-1/4-GONG Alga--MN0 P' - 4", ]5' ]O1/<" BUILDING DROPS, INC. mr.awunwiaw,ncae arusx+MEawm nupsOMwae . vY:15W1ttUp0' Me; mAUMlnt(rvPtM 0 . =Q If � 3 a z 7 o^ 000 ww �yQ 0Z .. c] � d W � SCALE: NTS . . 3 11 INiFADAFRFAGA 1 OPERABLE HEAD q OUfSWING SXOWN-INSWING SIMILAR IRIFPJDA QTEwDA / OPERABLE ADA SILL q INSWING/OUTSWING ENDURAHCIfiOPD 11 A NRAIOA FIIRAIOR �e OPERABLE SILL �OUTSWING OPNONALAFCOA•10 • .... ... .. � WIF IM&YfiNnPm. 31 DneAroA : '/ ixr[woR � G 4 JE OPERABLE SILL q . OPERABLE SILL q. INSWING OUTSWING V " 2 ENDURAZML4665F AFCOI-7797 l7 O w 1 REMARKS JBVJDAIIE MWR - ./ L %)A 7 INRwDA DRENOA A%AaO.FViaARaAie4 W 1 uawwmxm u W Awtg1Y4•IAYtlO� WMXtf Wr w1�WM.r6'ntla\Ip 4MM®utl40P� RVLrGtitl M1mPP4YlItl.TI ImLr:IUK OPERABLE SILL //` OPERABLE SILL �qJ INSWING OUTSWING ,,`,V AFCOA,2"/P-=I CIMONALAKOX-4AY '-ptS`•...•7r• �fw aP'� PS ML(ApA ODEAKN . a a" DATE: 02.05.14 'DWG. @ ,K; Vf GL m SS gnss 5tou: NTS 9 OPERABLE SILL DWG.N:A010872A q OUTSWING OPTIONAL ENDURA EO9L4S6SF SHEEP OF10 .; 4 HI 0008HHGHf NNTY QUA HINGE SCHEWL6 - HINGE DETAIL ATIAMB , P1111K2-3 PFHSCREW NE%TTO WEATHEASTRIP ,MTURR ENIENOP 1 LOCK JAMB 5 OUTSWINGSHOWN-INSWINGSIMILAR 8-09X21/2-PHI W/HARDWARE W/STAIXEHARDWARE GU W/STRIKEHARDWARE (6-R-&8',WUNNS) 1-MP1.991KEPLATE f]•ant/2'PF 4 MPLSTWKE PIAlY1 GU 14•R8X31/2'PF 20' �� W/5TRINE HARDWARE fir IXHRIop INNIUM '. .6 - L. U\ _..` l-.. NR IMER 3-A8 X 11/2" PFH I - REINFORCEMENT sxom"RlP _f P GU MULTI -POINT LOCK y TOP/BOTTOM RfINF. DIATE-ACNVE PANELONLY 448 1-REINFORCE HOP I BUILDING DROPS, DROPS, INC. -.: wAe.iv:weiwiuw•xi.�a nVuvetn,rl K%u . nrpHlroceue M4xaeuM19tppgµvn� m� ."". o �(D �$ N.Z A MULTI -POINT LOCK JAMB MULTI -POINT LOCK JAMB ( HOPPE MULTI -POINT LOCK DATE: 02.05.14 5 OUTSWINOSHOWN-INSWINGSIMIIAR 5 ,01MWING SHOWN -INSWING SIMILAR 5 TOP REINFORCEMENT PLATE •ACTIVE PANEL ONLY DWG. Y: CHK. Y: ROCKWEURARDWARE HOPPE/GU HARDWARE GL IM SS MSS ,.. SCALE: NTS: DmA:A010872A SHEET. OFIO 5. M MOR 62 TRIM %B"AANNEALEDGLASS W90"SOLUTIAMBINTE /WTEMPERED61AM IOW 1199SILICONE DR[PAR(PBY: _ BUILDINGR OPS, INC. eae�na+uerNiseivn,slNin .. ' PansNnolel uwr - xerosapeuaw . .... •. wse:.warouw:.ma.° q 1% 1 MAX, VA",AIRSPACE 1°MAN V2"NASPACG 1°Mom' 112-MMPACE OF' FFF' Q E=0 Sj} ANT of OTEMOR Iw IMFAIOA OIIENOA 1)8"ANNFALEO GU55[ALEOGNSS I/8'ANNFALEDGIA55 �o yl 0.09U'50U)TIA WOINTERIAYERLUTIAYVBINTERLAYER 3 0000'SGPINTERLAYEP BY DUPDNT - cl O �. F 11VIEMPEREDCLASS FPERED GlA55 �ww� 1/8"TEMPEREDGIASS O -POW 9955NCONE SR100NE a' DOW99SNUCONE p w " e 22 24REDI-SEAL DOW 99S51000NE REMARKS BY DATE Z 8'-0" GLAZING DETAIL J,- 3 FLUSH Gw! DETAIL 4. GLAZING DETAIL MBOu wrower° u M/1a 202/2'MAX:D.LO. WID7H 2371WMA)I.D•LO. WIDTH FOROVAL,S0NRURST,IINORGUNOTOP9 781)2" MAX. O.L.O. HEIGHT 787/8° MAX. D.LO. HEIGHT IN V13"UNITS AT DP*(-65 PSF ONLY NOTE:' TRACTIONALGWING,INCLUDINGINTERNALGRID,BUNDS AMEENGLASS,DECOMTNE,WMNALWWUGHTIRON - AND RADIUS ARE APPROVED IN ALL GLAZING DETN6 SHOWN. DWG Y: G im, scALE NT. P.DYc11:AOI0 SHEET: MIN, EDEEDIST. US TAKE SNEUZ HEAD (TYPICAL) �l OUTSWING SHOWN -INSWING SIMILAR q OPERABLE SILL OUTSW WG-NO ANCHOR REQUIRED AF(024297 g OPERABLE SILL 7 OUTSWING- NO ANCHOR REQUIRED AFCOA-117 p stave OF OR fAN BE %ALGAWNAMWW IMUDIVE READ EDGE DI A5LONG ASMINIMUM EMBEDMENT AND EDGE DISTANCE ME AMIEVfO. JAMB (TYPICAL) 3 OPERABLE SILL OUTSWING SHOWN -INSWING SIMILAR 7 INSWING- NO ANCHOR REQUIRED ENDURA 2AIL4565F SILICONE SILICONE 2%W000 BUCK U WOOD SUCA 6 OPERABLE SILL OPERABLE SILL 7INSWING- NO ANCHOR REQUIRED OUTSWING- NO ANCHOR REQUIRED AECO A-Y76/0.20 w AFCO W497 SILICONE SRICONE 1R WOOD BUD( 2XWOOD BUCC OPERABLE SILL 'OPERABLE ADA SILL OUTSWING- NOANCHORREQUIRED vINSWING/OUTSWING-NOANCHOR REQUIRED ENDURA 2OBUAS65F ENDURANOSDDO Wt4vW 0 O � N 0 0 0 3 PS, INC aea>u >wl w wvw. 1 ACEoftr N Its RD 61 SCALE; 7 MIN. EDGEDIST. SEETABIESHEE.TI �� ) r CONCAEIE) ufi� ...MASONRY � BY OE{HRS f� IX WOOD BU (OPNOED CONCRCEANCHOR SEETMIEONEHEET2 n HEAD (TYPICAL) V OOTSWING SHOWN -INSWING SIMILAR (A) OPERABLE SILL OUTSWING- NDANCSOR REQUIRED AFCO1-]297 SILICONE d d' e 7�- CONCRETE MASONRY BYONHERS n OPERABLE SILL OUYSWING-NOANCNORREQUIREO AFCO A-117 SHMNALLY,mORCANBEPIACEDIN mMUm EMBEDMOFHEAD ORTAMEAS LCEA E MIRBMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. IXWOODBUM - (OPBONAL) StUCONE CbNCRTEANCHOR SEETABLEONSHEET2 i/ CONCRETE/ •'+ ED Bx O1NFR5 A, ' MAx.mm, ' }— SWM CONCRETE/MASONRYBY OINERS SMIADIESHEET2 Z JAMB(TYPICAL) B OUTSWING SHOWN -INSWING SIMILAR �Mx 'rv� lilalil�Sl�!i"_e OPERABLE SILL INSWING - NO ANCHOR REQUIRED' AFCD A476/P-2000 SILICONE d ° e d a. CONCRETE/ MASONRY BYOTNERS OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED ENDURAZOOL4565F OPERABLE SILL �J INSWING- NO ANCHOR REQUIRED ENOURA ZAIL456SF SILICONE a., d a. CONCRETE/ MASONRY BYODIFA6 [j1 OPERABLE SILL OUIYYANG NO REQUIRED AFCO N-09197 " DO" SILICONE CONCAEEE/ MASONRY BYOTNERS p OPERABLE SILL - 4.. UTSWING)INSWING- NO ANCHOR REQUIRED ENDURAHCISWOADA 0 BUILDING DROPS, INC reGowwaHw.ncue oMuwolnvw �ll'ARWoam W t4 av 1�11y� 4�.1m`�m. �pd �ffi 4 � �- U z 0 o a Y FP ri BIILOF MATEPIAIS IifA/q DESCRIPTION MATERIAL 1 FRAMEHEAD/IAMBS FINGM401WOPINE SOLID PINE LAMINATEDVENEER LUMBER. COMPOSITE 2 (NOTUSED) - 3 (NOT WED) A ENDURA]AI1A565FTHRESHOLD 5 AFC01.2297THRUENOW 6 AF[OA276/P-]OODTHRESHOLD AKONA9)THAFSNOID - 8 AFCOA-117THRESHOID 9 ENDURAZOBWSOFTHRESHOLD 10 ENDURANUSMADATHRESHOID - 11 WEATHERSTRIP UPETHANEFOAM& POLYETHYLENE 12 NON.COMPREBSIONSHIM(O.25-MAX. THR.I COMPOSITE 13 (NOTUSE)) 19 (NOTUSED) - 15 010 WOOD INSTAUATION SCREW W/11/2°MIN. EMBEDMENT STEEL 16 OONCJCMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTTHINGE (SEESCHFOUIESHEET51 STEEL 18 "METLOOLSERIE5400 STEEL 19 1UWIMUDEAD80LTSERIES7110 STEEL 20 0.00BWEU. MULTI•POINT TONGUE LATCH 073=76868 UNIT RM WELLMULTFPOINTTONGUE LATCH 63220780"UNIT STEEL 21 HOPPEMUU-POINTHARDWAPEHlSWGD STEEL 22 DDLLITEIOTRMII 606YPSALUMMIUM l3 PLUSH GIA]INO LEG FIBZRGLA55 24 _ OOL IVIRE KiTIRAOIW UTEs) PCABS 25 HOPPEMUU-POINT NFADSHOOT80lTPLATE WHO81091 STEEL 26 HOPPE MUU-POINT HEADSHOOTBOLT PLATE R1488783923 STEEL 27 GU SECURY S-HUT MULTI POINT STEEL OVANIMES, SEEBAOMI/AAMEF A.563• © • THRESHOLD OAFCO • R iY!i• 4.1 OENDURAZOOL4565F THRESHOLD OENDURAMIL4565F ITHRESNOLD OAFCO • THRESHOLD 111 D♦•w•�Fwwt- OAFCO A-117 THRESHOLD 6, l58' OENDURAHC15000ADA 10 THRESHOLD � v BUILDING DROPS, INC. wal.ewawwwww.wclw Pwewou�am nods Idaw a FubsauMu ' 83 J� :Tni yG4 J� a O 2. r_ OV DATE: F. 20 ROCKWELLMULT-POINT LOCK 0 0 a O O®Dp O 0e ss ° 3�D p e 0 HANDLE NEIGHi Oo O p p p 0 e �Ij G AP I J- 0.63' - u BUILDING DROPS, INC. ' encon4ueiBniuw. Hero - . Bwuaen°�,pn�Bu N4{95,IIpAdUB '-POINT LOCK _27 ;; 'GU SECURY S-BOLT MULTI POINT HOLTRATE aaG9a9ia —, x n l..'_ y +' 0 O �o a 'h' ( REMARKS it DATE HANDLE�i u HEI T 66B46u Na.uxM a /u/B< �J q I �I L, DwG.D: A010872A WEEP, OF71 10