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HomeMy WebLinkAboutProduct Approval Page 1 of 1 File Copy i Product Approval USER:Public User ? Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 16674.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL 16674- Editorial JELD-WEN National Accreditation& Approved R6 Change FL#:FL16674.4 Management Institute History Model:D Design Pro/Smooth Pro Fiberglass (804)684-5124 Description:Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8" and 6-0"x 8'-0",Inswing and Outswing Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W]L Een«t Credit Card Safe 1 a https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/25/2017 r ) PREPARED BY: 74"MAX.O.A.WIDTH- 4 Ir TELB 7 � E tea, s a BUILDING DROPS,INC. 1 398E.DANIADE BLND..STE.338 IV I N D O NY'S_'• & D O O R S B D ABEAOL R.33WC VH:195aJ3998iTB F. / \ 3 Ewc195eJ]ae.aT3e ' x 6 N WEH:wwwbuildnCarops[om DESIGN PRO/SMOOTH PRO FULL LITE °° °" a Z ,�,'i 1 6 O Q ti ti W 5 IMPACT APPROVED z INACTIVE 0 ACTIVE 8 z FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 0 3 =a C)o N z d a z5 cc w—1 oa zz M.56 GENERALNOTES: fL �4 Q 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENTL Q�� �Z INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE 3 a T _ uj z: (FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a a a Z J Q Wa • ASTM E283-04 1 TYP.ELEVATION 1 J w • ASTM E330-02 1 ear D00" W Q w ASTM E1886-05• ASTM E1996-06 74"MAX.O.A.WIDTi I Q d V) °e • AAMA 1304-02 a 1 }}W • TAS 202-94 s a F-a r 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t= RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE d FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF p REMARKS BY DATE INSTALLATION. MuIU-Point Lock&Radius GL 06/23/14 _ 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add ras 202-94 STDndard sM o9/zz/1a A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED = 1 z W 5 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS t.to E7 O DOCUMENT. x ^eNi W � AND SHAIENDr BE FCI'kOgIO[➢IH WNOIEOB VMC 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT m^ INACTIVE A ACTIVE so wmmurwmneNcoNSErrt oR azlAo"z ono.s.aa. RESISTANCE FOR WIND ZONE 3 OR LESS. z u, w uTUATA]us aoonlons,lauucrlrwa.wonaa O n3MDNG5T0n1R DOCU NOT"FAMITrfDAND 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. ? a JJES F. Z 3 �� •• (���I 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN O— ��G'; O GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES.. 7 �- 7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT •O �' T MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY t• OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT IS 21.0 LL ��O,n ••. O OP.•.�� 3 a T �i Cc •••......• 6z a a a ��iNR1eD1Eq�%% 2 TYP.ELEVATION 2 a9BE raraaal6tE B �a-DDORr�3cxr osnw BFaa,n33ow 1 RBVF Exar.or ADrrloBvnnory Naz9na TABLE OF CONTENTS NOTE: igltally signed by Hermes F.Norem,P.E. SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANEL eason:I am approving this document ORIENTATION IS INTERCHANGEABLE. ate:2014.09.261 S37U2-04'00' 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES DATE: 02.05.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL I DESIGN PRESSURE(PSF)NOM DWG. Y: CHK. Y: 3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION WIDTH I LSi2E IMPAIR GL TJM SSrMSS 4 A VERTICAL ASSEMBLIES - WIDTH HEIGHT INSWING OUTSWING RATING SCALE: POS. NEC. POS. NEC. NTS 5 A HORIZONTAL ASSEMBLIES %% 6'-0" 6 A GLAZING DETAILS 6'-8" 50` 50 SO` SO LMI&SMI DWG.a:A010854A XX RADIUS 6'-0" 6'-8" 50• 50 50• 50 LMI&SMI SHEET: OF9 7 A WOOD SUBSTRATES XX 6'-0" 8'-0" SO• SO 50• 50 LMI&SMI 8 A CONCRETE SUBSTRATES -SEE GENERAL NOTE 7,SHEET I,FOR WATER INFILTRATION APPROVED SILLS. 9 A COMPONENTS&BILL OF MATERIALS 1 PREPARED BY: INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. +� 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACK TO BE I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS,SHIM(S)SHALL BE 398 E.DAMA BEACH BLYD.STE 338 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WIDT OMIIA BEACH,R33000 FOR QTY. PH:(9 )3"9 n 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO Pra_L95eVaa.aT3e STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP.-- 1 1/2"TYP. „n,P wED:.,«wd"uamBm"wwm to 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL _ _ _ _ 1�u_ W o OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR G2 G2 =+ ~ o „ MANUFACTURER'S INSTALLATION INSTRUCTIONS. a ,r �r —�+ 0 m Tr d 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR tD OW z o m^? JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE CC> Q SHELL OF BLOCK. t- '�', = x L-CL 1- mfa 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK � S2 '+' 0 CONCRETE/MASONRY CONSTRUCTION. 0 m 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBcc STRATE MATERIALS WITH THE l9 m O O O C FOLLOWING PROPERTIES: z LL e o tr Z: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 3?d z z 2 0 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Np W I © I W l7 S Eyo C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O z m vWi W Z r OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 g I O Q PSI. D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH d U W- OF 2000 PSI. *a.. !°� �a 8. SEE SHEETS AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN IVE ACT E F_ r LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ZZJ REMARKS BY1 DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF.HEAD OR JAMB AS LONG AS MINIMUM 3'�,P A2 MBIB-P°Intl°ck&Radius Lt GL 6/23/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. D2 3"TYP. D2 ANCHOR TABLE (j�,TYP.ANCHOR LAYOUT 6W0Rr-0'D00NHM f 6'8"DOORS 8'0"DOORS "AN-L NOT BE REPRODUCED IMMME OR PARTx WH WWRTTTOIC0N3EM01 BURINNG DROP3.INC. All[MTNNS.RDd}gN;WGNUGNTM40A QMFA ANCHOR MIN. MIN.EDGE #OF #Of R+ARPENG3 Ta nnrs Doc,r �xorr�RurtTm AND ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. SIZE EMBEDMENT DISTANCE SPACING AT ANCHORSAT SPACING AT ANCHORSAT _ ``���5 F. O �'' JAMBS HEAD/SILL IAMBS HEAD/SILL ` CLUSTERS CLUSTERS `���Q';••� % 2X WOOD BUCK Z:' : WOOD SCREW #10 ORFRAMING 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 NOTE: 7 0 INACTIVE AND ACTIVE DOOR PANEL �- ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2' 17-1/2" 4 17-1/4' 4 ORIENTATION IS INTERCHANGEABLE. v T T r ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 4 17-1/4" 4 1�O�F••�(•••••OP•Cj���� 1-1/4"-CMU ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' 1' 11-5/8" 8 14-3/8' 6E4" �'L4E° ',� OAEAA BFAOLR3ID01 EDPE aRr.a ADn+DRDAn DN ND xBST6 Z-#12X3'PFH B2 SCREW C2 1-STRIKE PLATE E2 HOPPE#1965040 2-08 X 3'PFH NOTE SCREW F2 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE INSERT PLUG HOPPE#2098945 STRIKE PLATE HOPPE#1965040 DATE: 02.05.14 2-#8 X 3"PFH INTO BED OF SILICONE DWG. Y: CHK. Y: FAIL.11-BOTT.IHSHOO DETAILF2 SCREWS GL.IT1M SS MSS DETAILC2 TYP,ASTRAGAL/ DETAIL I2 TYP.ASTRAGAL w MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/ SCALE: NTS INSERT PLUG WITH STRIKE LOCATION TYP.TOPASTRAGAL MULTI-POINT STRIKE T 2-#9 X 2 112•PFH MULTI-POINT ONLY STRIKE PLATE 122 LOCATION DWG-#:A010854A ASTRAGALONLY INSERT PLUG BOLTINSERT PLUG PFHSCREWS STRIKE LOCATION LOCATION W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED INSWING ONLY) DETAILE2 1-ASTRAGAL ONLY PFH X21/2'PFH 2-#9X 21/2"PFH SHEET: OF9 UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS �A INSWING SILL SECTION VIEW PLATE FROM OUTS WING SILL SECTION VIEW HEAD SECTION VIEW 2 Z SEE DETALLD3OR.ADOVE HARDWARE KIT Z BEEUFTAR FdUR cz AlwvE wrnlwG Sx°wn°UTsvnluG venlw r, r I' t e PREPARED BY: BUILDING DROPS,INC. 398 E.Doan BEACH MUM E.338 DAl-BEACx.EL3300s PR:(95/)399 M vat(95alraao339 41/2"TYP. 41/2"TYP. wsB:WwW.euiw4gamps.Dm TL p 1/2"OFFSET TYP. ti J T mO�dJ Epi ohm w �a �F 5~= TF m pa raw mD IQ %Y Q z-U Nig 0 ~ H 4 J u ZO 4 2 �? a U p 0Q cl: `b ` H REMARKS 13YI DATE d Multi-Point Lock&Radius U.GL OGIMA4 1 TYP.ANCHOR LAYOUT moxat al eua to mxuE3vleeAmraY �Axosau xorBE AsvAogt¢o w svxmL DD vAAr W131101R WPIfIFx CONS[MOFBUAgxG DADPy DIC- AIRPATIONL AMn10NL NIGHIWNiWG.ON DfIRR AM431NG91DINi5 NDTPEBMRRDANO 11/4'MIN.EMBED TYP. z ```�����ESF' H SEE TABLE 2X BUCK ANCHOR TABLE 1 ] _ 6'B"DOORS B'O"DOORS _z z_ LU ANCHOR MIN. MIN.EDGE MIN.CENTER i�O•,••• OP.` A/ ANCHOR TYPE SIZE EMBEDMENT EMBEDMENT DIST.TO TO CENTER �� S •••••••••SUBSTRATE DISTANCE MAX-O.C. MAI(.D.C. C9 �� i�t ti SPACING AT SPACING AT 'S ❑o .2X WOOD BUCK INSTALL JAMBS JAMBS EI�,� 2X WOOD BUCK ANCHOR PER(SUCK ANCHOR TABLE sseE.oiNEJff , ffW TAPCON 1/4" CONCAETE/CMU 1-1/4° 2-]J2° 4° 25" 3(Fl/4° Eaa,rL33m3 vevE cLxr.a AurxDAunnox xa xane ELCO ULTRACON IM' CONCRETE/CMU 1-3/B"-CONC, 1. 4• 25° 3 2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL 1.1/4°-rMu 3AOSS svcrax swL vrtw - DATE: 02.05.14 NOTES: DWG- Y: CHK. Y: GL kJM SS�MSS L 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED SCALE: NTS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2.2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.X:A0108554A ' SHEET: OF S 3 PREPARED BY: HINGE SCHEDULE it HEIGHT QUANTITY HINGE DETAILATIAMB: PLACE p9%2-1/2"PFH SCREW NEXT TO WEATHERSTRIP 6'-8" 3 \ BUILDING DROPS,INC. 4 39e[.t AB�NBAZEACKft -9Tc 99e mww BBACII, 3900a PH:19541199a n cac(99nV44nxBa 1 wBe:Pn.P,�"amvp.wsmm J z INTERIOR O Lu INTERIOR \� 2 0 5 F 1-#9 X 2-1/2"PHILLIPS 2 Q I j FLATHEAD WOOD SCREW O{CL F m n" TA 3-#9%3/4"PHILLIPS p a y EXTERIOR \ O FLATHEAD WOOD SCREW oc EXTERIORtl` ^o 4-89 PHILLIPS FLATHEAD WOOD SCREW O W� 14 USE 3/4"LENGTH FOR V-B"DOORS USE 1"LENGTH FOR 8'-0"DOORS lea r 1 MEETING STILE 3 HINGE JAMB W 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR k-n F REMARKS BYJ DATE d MultI-Polnt Lock&Radius Lt Gl 06/23/24 N PND9NnLLHpi BE REIWODUC[01:1 VMOII Oe PAHf NTfNOVi\YRTF+!WNSLHTOP BUntb1G OROPS,RC 4lT[MTONf,ABOIiM)HI,HWNIIGHONG,OR OnLLA MnRONGSTOTXI9 OOCU ENOi P[RINRFO�fID F. d 0 4-#8 X 13/8"PFH .1-REINFORCEMENT PLATE 8 HOPPE#2512295 = r O i s`j!_' tW6tLeoE? zz OAH i AMO1,FL 33001 IBDEfFRf.Of AUfNORPAIIONN0.395)9 r+MFORCEMENT PE MULTI-POINT LOCK 3-MS%2"PFH 13-p8%13/8"PFH PLATE-ACTIVE PANEL ONLY DATE: 02.05.14 1-MULTI-PT LOCK STRIKE PLATE / W8 UNITS) DWG. Y: I CHK. Y: 15-N8X13/8"PFH GL/TJM I SS/MSS DETAIL AS (8-0 UNITS) HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS FASTENING DWG.a:A010854A SHEET: OF9 5 pI PREPARED BY: /Z BUILDING DROPS,INC. age a oaNwe[xx azvo-sT[.a1s eaNw9[aav,nnaow vN:19sa1.iviaaTs ' raa:195oPaa.a99a [vee:.,...nwawsa.ov,.oM, ~ e 3O1 1'MAX 1°MAX. 1°MAX. 1"MA%. fn [m..o 1/2"AIRSPACE 1/2-AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE ,�,, W p W o 2 m OW ED wLLp; INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR =C 2 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS s—a LU H '�^f a i r 0.090"SOLUTIA PVB INTERLAYER i m 0.090"SOLUTIA PVB INTERLAYER z m 0.090"SOLIJTIA PVB INTERLAYER 0.090"SGP INTERLAYER O I¢. Q 0 �"x �`m' BY DUPONT U m 1/8"TEMPERED GLASS f 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS Z H Q J O 1/8"TEMPERED GLASS O y Q Z DOW 995 SILICONE ~ z+ DOW 995 SILICONE m� a Z fV OW 995 SILICONE J'kOW 99551LICONE � ham'H � 18 18 19 20 = REDI-SEAL REDI-SEAL _ DOW 995 SILICONE w 1 6'-8" GLAZING DETAIL 2 8-0 GLAZING GLAZING DETAIL 3 FLUSH GEAZE DETAIL r4 GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.LO.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BYJ DATE 621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-50 PSF ONLY a Multi-Point Lock&Ra w Lt GL oW2a/Ia �allo.uwu Nm e[n[varouc[o R vnrotF on van r W RllOnr LYPtrtD!CON$[NT OF BUOpeG OPOVS.INC. A[T[RATpN;ApOR W N[,NIGNtIGNIMG,OP OIIIf n awcanrs To[Nrsoocv �Nor vGurrtr[o nNo g F. T T i Or L P: W 0 oanu e[aatr[3mw TOR CEI1T.OrpVTNORPATION NO.]9518 DATE: 02.05.14 DWG- Y: CHK. Y: GLjT1M SS MSS SCALE: NTS DWG.a:A010854A NOTE: SHEET: OF9 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNALWROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. 11 l PREPARED BY: IQ� BUILDING DROPS,INC. Mil E.l WIABEAt310=-5TE.33B oANu BEAa,n 33ow FXoj9S31)-738 iA%:(95nP60.a)38 W EB:wwybu�dingdropscom � O J oo b J J A oo j m O N - d cc E^ a��� 2X WOOD BUCK a CL z � 5 oa m = H au SILICONE WOOD ANCHOR N= SEETABLE ON SHEET2 G N m EDGE MI N.DIST. z2 %/ WOOD ANCHOR 4 SEE TABLE SHEET g0. 5EETABLE ON SHEET 2 O ^I a g NO �j.FIo 2 O-::[>�� W� g W 2X WOOD BUCK z F O F•i1 z¢ �N H Ws 2X WOOD BUCK = T2 MIN. MAX. EDGE DIST. c f N WOOD ANCHOR SHIM SEE TABLE SHEET2 REMARKS IBYIDATESEE TABLE ON SHEET 2 MIN.EMBED. dd Multi-Point Lock&RadiumSEE TABLE SHEET 2 HEAD (TYPICAL) �� JAMB (TYPICAL) 3 OPERABLE SILL 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 OUTSWINGSHOWN-INSWINGSIMILAR 7 INSWINGENDURAZAIL4565F "HOVT WPJTTEN-1Fn OF BOIEWNGOROM ING ' ILLTFMPONS,ADOrtmHS,NIGIIUGHmiG,OR OIItER WOODANCHOR WOOD ANCHOR raMlarvcsrormsoocu �nror PEaenlrtrn Arm SEE TABLE ON SHEET 2 SEE TABLE ON SHEET 2 4=."' SLICONESILICONEZX WOOD BUCK ±s .� �OD BUCK •.• Rjf�Ec4oE?%�% 348 E.61R1�Q.(114 '33a MIN. MIN. FBPE cErtr.oiABuir ouu3Tro'Bx°tNo.seism EDGE DIST. EDGE DIST. SEE TABLE SHEET 2 SEE TABLE SHEET 2 OPERABLE SILL 7 OPERABLE SILL 7 OUTSWING 7 HIGH BUMP OUTSWING DATE: 02.05.14 AFCO J-2297 AFCO H-097 GL/TJM SUM:sS SCALE: NTS DWG.a:A010854A p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. 7 7 r PREPARED BY: BUILDING DROPS,INC. 398 E.DMM BEACH BLW.,STE.938 D ABEAOLn 3B vR:t9sa1�99-earB EAIL•t95i17a44)38 W E9:w..,axmmsa,oPsc�A 5 a -o d OOW w o�=m cr .. Z E Ir n !e NRN. n 1K WOOD BUCK ~O,x U, m g LL (OPTIONAL) O m EDGEDIST. I ( CONCRETEANCHOR u � SEE TABLE SHEET �N V. 4': SILICONE SEE TABLE ON SHEET 2 �Q V1 (-- i o,,, O a w CONCRETE ANCHOR 0 4� W Ze SEE TABLE ON SHEET 2 r r h Z vW=1 !M. •. ��.k CONCRETE/ W C) w MASONRY % p m O U i¢ - BY OTHERS % - z �N , o W W 1X WOOD BUCK ', (OPTIONAL) F MIN. c N Mom. CONCRETE/ EDGE DIST. REMARKS BY DATE CONCRETE ANCHOR ,<• SHIM MASONRY BY THERS SEE TABLE SHEET dMu19�PDint Lock&Radius L GL 06/23/14 SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS MIN.EMBED. SEE TABLE SHEET 2 1 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING ryAN05 WND Bf RFPRDTOFBU VmOIE Oa aAOT vnniDUT S.A=DLEENT DE HTW6Ba0a3.ANC. ENDURA ZAIL4565F urzaATwxs,ABOfl10.Y3,HwxuBxnxc,oa Dnaa 3nnxnxcsm Tx¢ooni �.9T OLAsm[D um CONCRETE ANCHOR `��\ �$F. SEE TABLE ON SHEET CONCRETE ANCHOR `� •, �� SEE TABLE ON SHEET 2 SILICONE — 7 SILICONE d� WN n Q WW A 4' = fl TT ir CONCRETE/ W CONCRETE/ MASONRY us MASONRY BY OTHERS BY OTHERS 3se c, "Mf7�N�.33a D4Nta BFACH•{133m1 MIN. MIN, sBx aar.aum+Da¢Anax rvD.39ne EDGE DIST. EDGE DIST. SEE TABLE SHEET 2 SEE TABLE SHEET 2 4 OPERABLE SILL 7 OPERABLE SILL DATE: 02.05.14 8 OUTSWING 8 HIGH BUMP OUTSWING DWG. Y: CHK. Y: AFCOJ-2297 AFCO H-497 GL/fJM I SS/MSS SCALE: NTS DWG.It:A010854A SHEET: OF 9 tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ('� SECTION OF HEAD ORJAMB AS LONG AS MINIMUM ['1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 PREPARED BY: BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL HOPPE MULT-POINT LOCK Q FINGER-JOINTED PINE 17 BUILDING DROPS,INC. SOLID PINE Mf.0VtA8EA6 8LVD..9 3M 1 FRAME HEAD/JAMBS LAMINATED VENEER DAwt EAan33ow LUMBER ® EAx:I96+p�.nraQ W Ee:wwu.OuiltllnQEropi.mm COMPOSITE ASTRAGAL,ENDURA ULTIMATE HURRICANE W 2 6063-T6 ALUMINUM (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) Q $ 3 (NOT USED) - j Lu � d 4 ENDURA ZAIL4565F THRESHOLD - p 0 < Q a = 5 AFCO J-2297 THRESHOLD - 6 (NOT USED) 7 AFCO H497 THRESHOLD 8 WEATHERSTRIP URETHANE FOAM& a 0 POLYETHYLENE � ® a 9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE M Z Q< W� 10 (NOT USED) WOOD HANDLE =c HEIGHT W W Jrl�y 11 (NOT USED) WOOD m m ��O O 0 ao 12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ^�''�'! T d W- O Flo 13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - U 15 KWIKSET LOCK SERIES 400 STEEL + REMARKS BYJ DATE 16 KWIKSET DEADBOLT SERIES 780 STEEL 0 I dMulti-PolnUml,&RadiusL GL 06/23/1 bo 0 HOPPE MUU-POINT HARDWARE HLS9000 17 (SEE SHEET FOR HARDWARE AND FASTENING DETAILS) STEEL 18 ODL LITE KIT(LMI) 6063-T6 ALUMINUM 19 FLUSH GLAZING LEG FIBERGLASS - g �AnosDuf Noref aEvnowciDwwNaffoxEMi wrtfrournwrtwcousE Qunomc oxo.s.we ALiEaAnovt ADDn10N5,IaCJ W cf Dw4 ou DMu 20 16 ODL LIPUTE KIT(RADIUS LITES) PC ABS MAmec:rortmoocD r �NDicummfD,vm F-1 `* 7 *� .A TT :IW� T WM(biNO. ME. ouanauutna3ma ra>f QRT.aAunwx¢AnoN Na nm O FVAeIEM�ES E HEABOM D/JAMBS O gNDMINA ASTRAGAL O ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD 1 0.06^ M d DATE: 02.05.14 DWG. Y: CHK. Y: MM ,`z;�-= GL/�TJM MSS SS/ ry I ~ �— 15.62" -I SCALE: NTS 4•563" 4.62" DWG.#:A010854A 1.78" SHEET: OF9 9