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HomeMy WebLinkAboutSET UP-INSTALLATIONSJEI rWOWS L EN, DESIGN PRO/SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (HBCT INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: • TAS 201-N TAS 202-w TAS 203 N 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR IX FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE DF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION, 3. THE INSTALLATION DETAILS DESCR19ED 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 IS 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. S. NOM AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WIT) 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 SUM THAT OVERHANG [ON) RATIO - ON LENGTH +OH HEIGHT I561.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2K BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOODSUBSTRATES 7 A CONCRETE SUBSTRATES B A COMPONENTS& BILL OF MATERIALS SCANNED BY St. Lucie County Ll ill TYP. E� NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. MAX. OVERALL DESIGN PRESSURE (PSF) NOMINALSIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. 6S' NEG. POI. NEG. ess 65 65' 65 LMI&SMI It D• s0 itills JLe Ut NLHAL NU It n, VNEEI I, FUR WA [H INVIL I HA I IUN APVHUVFU 51 LLs, NFFPVR. BY: n BUILDING DROPS, INC. FesGMBIVe,SILJIO 9X4 YI.M./1JY}Y else on nupmam rc'. Hs+iwupe dn§ ohm_ gFu d01P4u0,MW11 PoInI Lad 6L !3j]a _a I SIT �v. TT i IY :pO.c.••.S/, P: •=EVE: °u.���lM86Vr°��G tdR�tJ�fUkY'iL'"a. IgRalN signed by Homes F. Noroes P.E. ' sana am appmvinB this doo menl ale: 2017.02.0915:24.09 -05'00' DATE: 02.05.14y GLjTim MR. SCALE: NTS DwG- A010871A SHEET. OF8 1 INSTALLATION NOSES: 1: ONE (1) INSTAI I ATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMISI. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS. SHIMISI SHALL BE CONSTRUCTED OF HIGH DENSI IY PLASTIC 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 BLDCK, DO NOT INSTALL INSTALLATION ANCHORS INTO 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 SHALLBE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7, 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 OT 3"PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20M PST. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 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 NARRDW SECTION Of HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 6-8" DOORS 113'0" DOORS ANCHOR MIN. MIN. EDGE AN[XORIYPE SIZE SUBSTRATE EMBEDMENT DISTANCE VAK•O.C. SPACING AT JAMBS WOODSCREW I A10 'OR FRAMING~ Yt/2" I 3/4" I llA/T' I 17-114. ITWTAPCON 3/16' mxcRETF/EMU n1/4' bi/2' na/:^ 17-t/4- ELCO ULTRACON 1/4' CONCRETE/CMU 1-31 CONTI 11/4 -CMU 17-1/4" TW TAPCON13/161CONCRETUCMU 1 1-1/4�1"10114-3/B261CONCRETUCMU1L1/4�1"10114-3/B" B2 _ 2-R9 XZIP"PFH PERSCREWS DETAIL 02 IYV. HOPPE 4 20TTgA SH00i MOLT I-0OINTSHOOT BOLT BOLT PLATE PLATE LOCATION HOPPE#2090311 LSCREWS " DETAIL 02r UP. HOPPE MULTI -POINT SHOOT BOLT PLATELOCATION ON PLATE SHOWN) D2 171/2" O.A,IN L V_P.ANCHORIAYOUT NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. PROPAIRUUY: n BUILDING DROPS, INC. J w,fr[.ve wxi�e[4wu Rw4Feunnlmw vu.19LBM9111 ep N5111JJArY ametlr,p* h O 'o p o$ a N Z EC $ \O � o �m O ¢ _ � N OR O ny R � O W; V O QQ }V H F `551J-ES F. O-'AA.� i 0. TT :•W G ''''���N NSSSY UY DATE: 02•05.14 DWG. Y: CHK. Y: SCAM SS MSS SCALE: NTS DWG.N:AO10871A SHEET: OFB 2 r�TYP. ANCHORLAYOUT (312X W0� OD BU[K INSTALL. z E nl 2111111111 INSTALL. ANCHOR PER BUCK ANCHOR TABLE n2X WOOD BUCK INSTALL. NOTES: 1. 2K BUCK 15 NOT FOR INSTALLATION AT SILL 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. Q BUILDING DROPS, INC. 3mconrwexun a M airo�c a vnw Mre .i�axaH<a.oM wxx...vwnap.o. O ^ G :D^d O V1 Y0 VJ y ] SL23D SL130,LEFr SL130,RIGHT SL230, WO' SL130, 8'0' n F mw Fq^� on x gC rvLD J �y Z �g Z z: R p= W 6 V QC p Wi t r SL220, LEFT SL220, MGM SQDD, LEFT SL300, RIGHT SL600 REMARKS BV DATE ML>D4,iII.MUItIPoinllM DL NNE QUALIFIED SKIN PATTERNS DaaR 44^P•I„'.x D'mill .zsai.ow11��jjlI A92 AS .O3Ot.00 I TYP. GROOVE DIMENSIONS tw 2K BUCK ANCHOR TABLE VS. DOORS VW DOORS ANCHOR MIN' MIN. EDGE MIN. CENTER ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER MA%.0.[. MAN.O.L SUBSTRATE DISTANCE SPACINGAT SPACINGAT JAMBS JAMBS ITW TAPCON 1/4' CONCRETE/CMU 11/4' 21/2' 4- 25' 3M/4- CLOD ULTRACON 1/4' CONCRETE/CMU 13/8- CONE.1-1/C,-mu 1• 4^ ZS" 3a3/4• `d oES F. P � 2 +' DATE: SCALE: DWG. 0: K FiNTERiall FNIEPIDR OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR WffAIDP EYINIOA SO TOPERABLE ADA SILL INSWING/OUTSWING ENDURA HCISCDD g OPERABLE SILL 4 OUTSWING OMONALMCOA-117 �1 OPERABLE SILL INSWING ENDURA MIL45CSF 11 5 MII / [PRPoDR r4-� OPERABLE SILL l a / OUTSWING AFCO 1.2297 11 ROFftOR J INDROR FG[GO.R �b OPERABLE SILL 4 IN AFCOINASW-IJ6/PG -i000 ga)OPERABLE SILL v OUTSWING OTRIONAI ENOURA IGBLAS6SF OPERABLE SILL �J OUTSWING OPTIONAL AFCO H497 n BUILDING DROPS, INC. nc eu MY.4EMi4 i41ivY p'IpEHl�m me vrte wv wau.rq�on�� DATE: SCALE: A LOCK JAMB 5 OU SWING SHOWN -INSWING SIMILAR 4- HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 g•.D^ 4 HINGE DETAIL AT IAMB' PLACE 09K 2-1/2'PFH SCREW NEXT TO WEATHERSTRIP / NTERIOA �\\ / �O 1-N9 X2-1/2" PHILLIPS FLATHEAD WOOD SCREW \ \ 3-R9X 3/4- PHILLIPS \ O F EA10� FLATHEAD WOOD SCREWS 4-R9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4°LENGTH FOR 6'-8"DOORS USE 1" LENGTH FOR 8'-0'DOORS HINGE JAMB 5 OUTSWING SHOWN -INSWING SIMILAR 9-R9X13/4'PFH 3-118%2"PFH 13-R8%13/g'PFH Na') PFH W/HAPDWARF W/STRIKE HARDWAAE 15-tl8%13/g°PFH IR'-0"UNo) LDWARE 16'-g'&g'-D"UNR91 1MPL STRIKE PLATE COMES W/HARDWARE PLATES 20 EXTfAIOR 23 EYtfNOR INTERIOR o 1`1I\' I INTERIOR ROCKWELL MULTI -POINT LOCK JAMB HOPPE MULTI -POINT LOCK JAMB OUTSWING RHOWN-INSWINGSIMINR 5 OIlTSWINGSHOWN-INSWING SIMILAR 4 R8 X 13/8" PFH 1-REINFORCEMENT PLATE HOPPE R2512296 / BUILDING DROPS, INC M'i� 1M 1111 Alle u psll/•une WFR.aww Eml6.9tlrop•m O N �W m oam H R a 'E V1 vI m f i Z a z ZU NO . W; o O 2 I tl14MURLPanIbe4 64 /Il/I< a 4to D: P P .1914 �HOPPE MULTI -POINT LOCK @ATI,DWGTOPREINFORCEMENTPNTE-ACTIVE PANEL ONLY F1 MIN. [ME DIST, SEE TABLE SHEET dD M w 2%SVOOD BUCK �W c� // / E> WOOD ANCHOR SEE TABLE ON SHEET HEAD (TYPICAL) T6 OUTSWING SHOWN -INSWING SIMILAR SILICONE 1!742XWOODBUCX 4� OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCOJ-2297 IN low -low "ll. I IN OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCOA-117 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR )AMR AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVE D. EVm SEE TABLE ON SHEET 2 SILICONE 0.25- MAN. 2K WOOD BUCK SHIM JAMB (TYPICAL) 6 OV SWING SHOWN - INSWING SIMILAR OPERABLE SILL 6 INSWING - NO ANCHOR REQUIRED ENDURA2AII,4SB5F SILICONE ILICONE �i 2K WOOD BUCK 2%W000BUCK � OPERABLE SILL 6 INSWING- NO ANCHOR REQUIRED AFCO A-276/P-2000 �7 OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED AFCOH 497 SILICONE SILICONE 1! 2N WOOD BUCK i% W DOD BUCK OPERABLE SILL 6 OUTSWING- NO ANCHOR REQUIRED ENDURAZOHL4565F OPERABLE ADA SILL JINSWING/OUTSWING-NOANCHOR REQUIRED ENDURA KC15000 rnmaAED BY: BUILDING DROPS, INC. i.o�rul xm.sn �a ..naaov .Hes.pu na wke wwews.ea,emeen W N DEB 7 O 0 O JK�A�ES F. Q'A�iA 7� v TAT i K DATE: 02.05.14 DWG. Y: CHK. ggY: GL/TJM SS/MS SDALE: NTS DwG.u:A010871A SHEET: OFI 6 MIN. 1%WOODBUCN EDGE DIST. (OPTIONAL) SEE TABLE SHEET x o N BUILDING DROPS, INC. 2 Ip.LUWinl u1.1,AD , n f n FCONCRETEANCHOR SILICONE PoDID,o� SfE TABLF ON SIIEET2 w ��I 1 mMWCONCRETE/tI MASONRYC BYOTHERS CONCRETE/ OF - MASONRYBY OTHERS L%W000eHCE(DPTIONAL)Ia,xs•• 4 0 ¢ g z c£ti E> —Ff—MA%. IZ-u H CONOJETEANCHOR SHIM SEE TABLE ON SHEET 2 ' '• CONCRETE/MASONRY BY OTHERS OQ t0 5 MIN.EMBED. ri SEE TABLE SHEET 00 W HEAD (TYPICAL) JAMB (TYPICAL) [� OPERABLE SILL z Z. OUTSWING SHOWN -INSWING SIMILAR 7 / OUTSWING SHOWN -INSWING SIMILAR 7 INSWING- NO ANCHOR REQUIRED LD V ^I11 ENDURAMLA1565F w O SILICONE Fjj; SILICONE SILICONE r L:�MASONRY CONCRETE/ CONCRETE/CONCRETE/ MASONRY MASONRY BY OTHERS BY OTH ERS BYOTHERS OPERABLE SILL OUTSWING-NO ANCHOR REQUIRED AFCOJ-229T ILICONE A 4 a A - CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 7i OUTSWING- NO ANCHOR REQUIRED AFCOA-11T I] OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. J6'\ OPERABLE SILL INSWING- NO ANCHOR REQUIRED APED A-276/P.2DOO 9�OPERABLE SILL v OUTSWING- NO ANCHOR REQUIRED ENDURAZO814565F SILICONE BYOTHEU ZOPERABLE SILL DUTSWING- NO ANCHOR REQUIRED AFCO H-0W SLLICONE r77a CONCRETE/ MASONRY BY OTHERS OPERABLE SILL UTSWING/INSWING- NO ANCHOR REQUIRED ENDURA HCISODU AM F. I DATE: 02.05.14 1 SCALE: 7 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 F RAME HEAD/IAMRS FINGER-IOINTED PINE SOLID PINE LAMINATEDVENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOTUSED) 4 ENDURA ZAIL4565F THRESHOLD - 5 AFCO 3-2297 TH RESHOLD - 6 AFCD A-Z18/P-2DOO THRESHOLD - T AFCO H-497 THRESHOLD - 8 AFCDA 117 THRESHOLD - 9 ENDURA ZDBL4565F THRESHOLD - 10 ENDURA HC15000 ADA TH RESHOLD 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 22 NUN -COMPRESSION SHIM (0.25" MAX. TAXI COMPOSITE 13 (NOTUSED) 14 (NOTUSED) - STEEL 15 910 WOOD INSTALLATION SCREW W/1l(VIA MEMBEDMENT 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEET52&3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES AM STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH 073228]686.8 UNIT ROCKWELL MULTI -POI NT TONGUE LATCH 4732287808-D UNIT STEEL 21 HOPPE MULL POINT HARDWARE HLS9000 STEEL 22 HOPPE MULT-POINT HEAD SHOOT BOLT PLATE W#8784091 STEEL 23 HOPPE MULT-POI BIT HEAD SHOOT BUT PLATE RH#9793923 STEEL OFRAME HEAD/JAMBS VARIES, SEE ROM AT LEFT I— 4.563" — OENDURA ZAIL4565F 4 THRESHOLD ti 0 4.56" ©AFCOJ-2297 THRESHOLD 00 ROCKWELL MULT-POINT LOCK 71' )AFCO A111 THRESHOLD Tp 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE 112098911 22 HEAD SHOOT BOLT PLATE (LH) BUILDING DROPS, INC tms. wxlsoaceomo,sn.s:n uo[aLLruud rx:ry4l:»un rY:19s11PWra wn we.nenemaxan O Q � O Q tc 2 C� O, W Nm on 0 0 5=, �aa� OQ � V m � �6 0 a z. Z Q W OL LU ti 0 F V REMARKS BY DATE 44440i LII. MUI[M1VOFtba4 GL }t/t4 p`STrpbs F. 0 NY 7 DATE: O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURAZOBL4565F 10 ENDURA HCI5000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GL/TJM IL THRESHOLD THRESHOLD SCALE: NT- + 4 DWG. MA010 ,JIh�c1OWVLbd�e y—^ L J�® .u. SHEET: -Ob!-IF-�15.00' — R 1.75' V