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HomeMy WebLinkAboutSET UP-INSTALLATION..).TANNED Ir JELI�'�'VEN BY BUILDING DROPS, INC. WINDOWS to DOORS =1 F^le County oi I : i,n.urz •v H+ 1 DESIGN PRO/SMOOTH PRO/STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERALNOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TM202-A • TAS203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETFIMASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WINWANDING 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 SITE. 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. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (I OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OHI RATIO =OH LENGTH +OH HEIGHT IS R 1.0 TABLE OF CONTENTS SHEEP REVISION SHEETUFSCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR!AYOUTSAND NOTES 3 A OPTIONAL ZX BUCK ANCHORING DETAI LS AND QUALIFIED SKIN PATTERNS 4 A VERTICALASSEMBIIES 5 A HORIZONTAL ASSEMBLIES 6 A WOODSU89MTES A CONCRETESUBSTMTES IT A COMPONENTS$ BILLOF MATERIALS 112' IKI /1 TYP. ELEVATION 2 NOTE: UOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX. OVERALL DESIGN PRESSURE(PSF( NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING P05. NEG. X 3.-0• 6'81 66• 65 65• 65 LMI8SM1 SO• 50 75EE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SI LL5. � o$ mo�8 h zr Ul 00 z v�m� G CzW 'x �F pt pa 6z Z 4 � y ' W J a ,4 N J V- w OL 1 DATE: SCALE: DWG. 0: 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD HEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114INCH. SHIM WHERE SPACE OF 1/15INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PUSTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER, AND SIDING. 4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5, FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS I NTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. T. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0,55. B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GRDUT-FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 P5I. D. HOLLOW BLOCKCMU - UNIT STRENGTH CONFORMS TO ASTM C40 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, B. SEE SHEETS 6 AND] FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EKE DISTANCE ARE ACHIEVED. ANCHORTABLE 6.8" DOORS 'D' DOORS ANCNORTTPE ANCHOR sin SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE Mq%. O.C. MAX. O.C. SPACING AT PACINGAT IAMBI JAMBS WOODSCREW 010 2KWOODBUCK OWOOD NG 1-in, 3/4• ]]A/]' 1h1/4° NWTAPCON 3/l6` YI/4• Dl/2' 1]d/i° 1&1/d`ELCO ULTRACON lfd' t 1-3/B"-CONC 1" 1)-]" 17114° 1.1/4•. CMU 1-1/4" 82 2- d9 X 2112- PFH PM SCAEM DETAIL B2 FIVE PPE I, BDTTON SHCOT MULTPPOINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE MIND DETAIL D2 TYP.HOPPE MULT4POINT SHOOT BOLT PLATE LOCATION IRH PLATE SHOWN) 1/2•PFH TYP. MI`J IJ �Hs Z mV,' LL i 0 S 3�Ci Ci a w 0 iE O n � �TYP.ANCHORLAYOUT ® CrArD'�fiW14M NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS IX) ONLY. } BUILDING DROP5, INC 198E WW611p 6'N.521]C wB:JMD>>oN ny95eIN%un �x.'195aPw J,L wec..wwsnp.m.uv H O O w 0 tlq m mp a�mS �w Z w 0 0¢ FC 3 a C F V O QQ lY - r }a} r ti DATE: 02.05.14 Gi TJM SS)m: SS SCALE: NTS DwG. n: A010871A SHEET: OFB p' 4 112WP, 41/2' WE. T 111/2•OFFSET Y. IVP. ANCHOR LAYOUT 3 ovuu.uux.uunvw.mn 1/4" MIN. EMBEDTYP. i SEE TABLE —2NWOODBUCK 2%W%GD UCK INSTALL. 0 E i f rrl 21 WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE n2% WOOD BUCK INSTALL. NOTES: 1. 2%BUCK IS NOT FOR INSTALLATION AT SILL 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SLMO, 8.0' SL130, 8'O' SL220, LEFT SL220, RIGHT SL300, LEFT SL300, RIGHT SL600 QUALIFIED SKIN PATTERNS .2saf.010'IT�I r.D30a.010 I [21TYP. GROOVE DIMENSIONS 2K BUCKANCHORTABLE 68' DOORS 8'0' DOORS ""SIZE" MIN.EDGE MIN. CENTER ANCHOR TYPE SUBSTRATE EMBEDMENT DIST. TO TOCENTER MAIL O.L MAX. O.L SUBSTRATE DISTANCE SPACINGAT SPACINGAT IAMBS IAMBS ITW TAPCON 1/4' CONCRETE/CMU 11/4- 2-1/2' 4' 2V 30-Ile ELCOULTRACON 1/4' CONLRETUCMU 1 3/8--CONE. 1' 4° 25" 301/4' 11/4- CIVU PREPARED BY: BUILDING DROPS, INC. nn wuss..rs rvy f,l�a, oee mNwr O mg^a 00 oh�5EE za ^o ao u �� O¢ Xp ^ Od QZ a� Z� z: m o= W= Oo V C3 Q 6a17F ti e: DATE: SCALE: 3 it INTERIOR EAiEAI00. OPERABLE HEAD (3 OUTS WING SHOWN -INSWING SIMILAR NIEAIOfl EIfRAIOfl 10 �L rS-� OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURAHCIS000 11 B INlENOA OTEAOfl �N OPERABLE SILL 4 OUTSWING OPTIONAL AFCO A-117 I� L. 9 L� '-T�•vJOO�• vOPERABLE SILL FNOURARA M LJL6565F w 11 5 MIEXIDA / FXRNOA U OPERABLE SILL OUTSWING AFCOI.229T 11 INIENOA / IMFN00. DRW00. r6- OPERABLE SILL 4 INSWING AFCOA-276/P.Z= Q M'I � I ICI OPERABLE SILL (3 OUTSWING OPNONAL ENDURA ZDBL4555F / OPERABLE SILL OUTSWING OPFIONALAFCO H4W BUILDING DROPS, INC. .mws�.m+mn wse .aRew•.� MddAWWLMd4Po Ia1 IGLD6/ 141 vL TT o "'C' .: DATE: SCALE DWG.I 2 LOCK JAMB 5 OUTSWING BROWN-INSWINGSIMILAR 9-R9A 1314-PFH 8-R9 A21/2'PFH W/HARDWARE W/ STRIKE HARDWARE I6--8-&WA'UNITS) A-MAL STRIKE PLATES 20 uTERDR IM WR HINGE SCHFDUIE DOOR HFFGHT QUANTNY 8'-0^ 4 �� 11 INIERIOfl �\\ / / N1- AS A 2-1/2- PHILLIPS FLATHEAD WOOD SCREW \ 3 89X3/4'PHILLIPS � O ZFLATHEAD WOOD SCREWS SEXIENOI 0. R9 PHI WPS FLATHEAD WOOD SCREWS 17 USE 3/4' LENGTH FOR 6'.8-ODORS USE 1` LENGTH FOR 0'-0- DOORS THINGE JAMB OUTSWING SHOWN - INSWING SIMILAR HINGE DETAII AT LAM 3: PLACE 89 X 2-1/2' PFH SCREW NEAT TO WEATHERSTRIP 3-AS X2'PFH /('13-TSX13/8-PFH(6--8'UNUS) W/STRIKE HARDWARE/ 15-P8X13/8•PFH 18'-D-UNITS) 1-MPLSTRIKEPLATE COMES W/HARDWARE LATERAL INTERIOR ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB 5 OUTSWINGSHOWN-INSWINGSIMIIAIR 5 OVTSWING SNOWN-INSWINGSIMILAR 4-40X 13/8'PFH 1- REINFORCEMENT PLATE -- _125-3 HOPPE U2512296 �HOPPE MULTI -POINT LOCK TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY r� BUILDING DROPS, INC mLWM�OGV�C4N.51LL] A�II9U1111n1f wta wvv.q+.ryoy.mn � d$ N CW m NN aim t O a Z: t2 [Ija K 0 O W � DATE: 02.05.14 GLfT]M SS/N1S STALE: NTS DWG. R: A010871A SHEET: OFI 5 MIN. COGEDIST, SEE TABLE SHEET pru wW 2X WOOD BUCK iF WOODANCHOR SEE TABLE ON SHEET 2 THEAD (TYPICAL) OUTSWING SHOWN -INSWING SIMILAR SILICONE r,FiS_�'000�� OPERABLE SILL 6 DUTSWING- NO ANCHOR REQUIRED AFCOI.2297 �1 OPERABLE SILL % OUTSWING- NO ANCHOR REQUIRED w AFCO A-117 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMEW AND EDGE DISTANCE ARE ACHIEVED. PREPAFEUBY: 2K WOOD BUCK BUILDING DROPS, INC. ioWTSHIM WOODANCHORSEETABLEONSHEET2SILICONE 2X WOOD BUCKF O ¢ C, MIN. EMBED. �h H SEE TABLE SHEET Oa GO GO Y JAMB (TYPICAL) [31 OPERABLE SILL a o z 6 OU SWING SHOWN -INSWING SIMILAR 1 f INSWING- NO ANCHOR REQUIRED O 0 ENOURAIAIL45GSF Cl SILICONE F�' [T-I- SILICONE H REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK' AEU Ao>sIA. MoIBP°Im laa GL W J OPERABLE SILL 7� OPERABLE SILL e;�PN "4°mot 6 INSWING -NO NCHORROO EQUIRED 1 OUTSWING-NOo CHOR REQUIREDAFC AFCOA-�``XYYS497 OS F. /lT2PXX 3 v TA7 SILICONE SILICONE 2KWOODBUR zy 2X WOOD BUCK DnTE. 02.05.14 n OPERABLE SILL a OPERABLE ADA SILL Gi T1M ss)nnss 6 OUTSWING- NO ANCHOR REQUIRED 6 INSWING/DUTSWING- NO ANCHOR REQUIRED SCALE: NTS ENDURA ZOO14565F ENDURA HCISOLW A MIN. EDGE DIST. SEE TABLE SHEET 2 W= _ • MASONRY MASONRY r r. BY OTHERS F BK WOOD BU (OPTIOM CONCRETEANCHOR SEE TABLE ON SHEET HEAD (TYPICAL) J OUTSWING SHOWN - INSWING SIMILAR t'x4�• -"-v-+� i .1 mwl OPERABLE SILL OUESWING- NO ANCHOR REQUIRED AFCOJ-NEO SILICONE A 4 a 4 0 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 7 OUTSWING- NO ANCHOR REQUIRED AFED A-117 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: �LK WODDBUC4 t-j (OPTIONAL) BUILDING DROPS, INC. P�tB/// CONCRETE ANCHOR SILICONE �swwlses.ussma� SEETABLEONSIIEET2 _.a va hsap+une h —CONCRETE/ Q MASONRY BYOTHERS W aQnw — MAK. i C at4s a 3 n SHIM CONCRETE/MASONRY BY OTHERS ~ MIN. EMBED. V - SEETABLESHECHEE T2 Oa W JAMB (TYPICAL) n OPERABLE SILL z W OUTSWING SHOWN -INSWING SIMILAR 7 INSWING - NO ANCHOR REQUIRED C? V ENDURAZA10565F WO O F� U SILICONE W; SILICONE F- REMAPNS BY DATF 'O A A L:---�MASCRNRY ACONCRETE/ CONCRETE/ MASONRY BY OTHERS BY OTHERS wn�m�nww�ia[ OPERABLE SILL OPERABLE SILL INSWING- NO ANCHOR REQUIRED 7 OUTSWING- NO ANCHOR REQUIRED�Y`S Is F. YYAPi AFCOA-276/PI AFCO H-497 J �E, Q F i A 2 SIUCONf SILICONE i O� � P-:•=4U'; 4 iiZASoKiNry'&�Sf�.""ar�F.�AAY``` '4 4. < a CONCRETE/ CONCRETE/ MASONRY _ MASONRY BYOTHEM BY OTHERS OPERABLE SILL OPERABLE SILL DATE: 02.05.14 7 GUTSWING- NO ANCHOR REQUIRED UTSWING/INSWING- NO ANCHOR REQUIRED DWG. Y: CHK. Y: ENDURAZCBL4565F ENDURAHCIS000ADA GL%TJM I SS MSS SCALE: NTS DWG. A: Ant AR71 A rl BILL OF MATERIALS ITEM4 DESCRIPTION MATERIAL I FRAMEHEAD/IAMBS FINGER JOINTED PINE SOLID PINE LAMINATEDVENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURA MIL4565F THRESHOLD 5 AFCO 1-2297 THRESHOLD - 6 AFC0A276/P-2000THRESHOLD - ] AFCO H-497 TH RESHOLO - 8 AFCOA-117MRUNOW 9 ENDURA ZOOL4565F THRESHOLD 10 ENDURA HOWDO ADA THRESHOLD 11 WEATHERSTRIP URETHANE FOAM& POLYETHYLENE 12 NGN-OMPNESNON SHIM (0.n-MAX. THK.) COMPOSITE 13 (NOT USED) 14 (NOT USED) - 25 RIO WOOD INSTALLATION SCREW W/ 11/2• MIN. EMBEDM ENT STEEL 16 CONC/CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIMET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTIPOINT TONGUE LATCH 0732287686.8 UNIT ROCKWELL MULTI-PDINT TONGUE LATCH 0732287808-0 UNIT STEEL 21 H OPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH gB]86091 STEEL 23 HOPPE MUU-POINT HEAD SHODT BOLT PLATE RH 09783923 STEEL OFRAME HEAD/JAMBS VARIES, SEE BDM AT LEFT I— 4.563• © AFCO 1-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK l .]9• OHOPPE MULT—POINT LOCK 21 W/SHLSHOOT BOLT PLATE 02098911 EEL I ♦���s1.�4•AT BUILDING DROPS, INC nff. v.W.1e[KxmwsRfa m•e4m�Jum mwmw,e aanll,u.uv w,e.«nw�4nan.ox Q H J Q � W �o$N DO Q `o�mm 4RE LL $ == 1=-C C) pn O a Z z: N w� N Z Q W 2 2 ti O V T F�: saga �`g9 HEAD SHOOT BOLT PLATE (LH) 41.75- DATE. O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURAZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) C'U/IJM I1 THRESHOLD THRESHOLD SCALE: NT. DWG. a: AO10 u®® d SHEET: -� I 4se^ —I s.00• — LJ 4.56• -