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HomeMy WebLinkAboutProduct Approval I� 8/19/2021 Florida Building Code Online I i BCIs Home Log In i User Registration Hot Topics = Submit Surcharge 4 Stats&Facts Publications Contact Us 2 BCI Site Map j Links 1. Search i Product Approval db :USER:Public User r . Product Approval Menu>Product or Application Search>Application List>Application Detail N FL# FL16 f Application Type Revision Code Version =Appr-oed �l�e �JVApplication Status Comments 8 E EED Archived ,CODE COMPL, NCE Product Manufacturer JELD-WEN STo LUCRE C !STY Address/Phone/Email 3737 Lakeport Blvd Z)�Occ 324 Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com I Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. 1 Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com i Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i I Compliance Method Evaluation Report from a Florida Registered Arch ect or a Licensed Florida CProfessional Engineer I�1! Evaluation Report-Hardcopy Received I I ' Florida Engineer or Architect Name who developed the Hermes F.Norero, P.E. Evaluation Report f Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institu Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received I Certificate of Independence FL16708 R11 COI COI JW SS 2015-04-27 pdf ! Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 11994 TAS 203 1994 I Equivalence of Product Standards ! Certified By Florida Licensed Professional Engineer or Archi FL16708 R13 Eouiv 23549-1 EagivalenW.of Al' M E84-13a E84-16•pd I i I,ffno-flilnririnhliiiriinct_nra/or/nr acio d8.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1Gz%2bYuNViQ9ol Ao7zp34� Wg%3d%3d 1/3 8/19/2021 Florida Building Code Online Sections from the Code I I 1 y Product Approval Method Method 1 Option D Date Submitted 08/03/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/16/2020 Date Approved 12/15/2020 - i Summary of Products i Model,Number or Name Description II 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x18 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 6708 R13 II 16708.1 SS 01 Ir Approved for use iVHZ:Yes Verified By: Hermes F. Norero, P.E.7Impact Resista :Yes Created by Independent Third Party:Design Pressu e: N/A Evaluation Reports Other: FL16708 R13 AE PER4663.2 SS 201110-01.pdf Created by Independent Third Party:l 11es i 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16 08.2 SS 2019- - 1.Rdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73 78 Impact Resistant:Yes Created by Independent Third Party: es Design Pressure: N/A Evaluation Reports Other: FL16708 R13 AE PER4438.3 SS Created by Independent Third Partyd Pes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 ' 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:-Yes FL16708 R13 II D015727-DP SP ORO LMI HHVZ XO FBC SS Approved for use outside HVHZ:Yes 2019-12-12.odf III! Impact Resistant:Yes Verified By: Hermes F. Norero,P.E.74778 Design Pressure: N/A Created by Independent Third Party< es Other: Evaluation Reports FL16708 R13 AE PER4664.2 SS 20 10-01.pdf Created by Independent Third Party.,IF'es i e+ 16708.4 �DDesjgn Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 11 0 705- DP SP Z LM I HVHZ XO F13C SS Approved for use outside HVHZ:Yes 2019-12-12.pdf I Impact Resistant:Yes Verified By: Hermes F. Norero,P.E. -716 Design Pressure: N/A Created by Independent Third Party es Other: Evaluation Reports 16708 P R4 40.2 - - .� Created by Independent Third Party!l es 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X )Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing andl utswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16708.5 SS 2019- 0-01.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 778 Impact Resistant:Yes Created by Independent Third Pa es Design Pressure: N/A Evaluation Reports Other: FL16708 R13 AE PER4665.2 SS 2010-01.pdf Created by Independent Third Part i lip, 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,��_O)Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and m swing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R13 II 16708.E SS 2019- ;D&L= Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.71778 Impact Resistant:Yes Created by Independent Third Pa Yes Evaluation Reports htrr,,z-liflnririahriilciina.aralor/or ano dtl.aspx?param=wGEVXQwtDqu8obl%28Zm6TudWOg6cFU1GZ%2bYuNViQ9olAo7zp34bb, g%3d%3d 2/3 i � ~ ' PREPARE7n�j INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDPS,INC.SHIM STACK TO BE I/41NCH.SHIM WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE 39E L. STE.99gCONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DA1300EN43. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FE1'R 371 2"MAX. 4ER:vraw.bulldingdr,,PA— STUCCO,FOAM,BRICK VENEER,AND SIDING. O.A.WIDTH 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. W OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 2 F- S Q MANUFACTURER'S INSTALLATION INSTRUCTIONS. i z m d S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR � z 2MORTAR JOINT INTO FACE JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF ;n I Q LL SHELL OF BLOCK. - 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK y O m x m CONCRETE/MASONRY CONSTRUCTION � O Q O l7 7: INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: rNH w to EQ- Z q K A.WOOD-MINIMUM SPECIFICGRAVITY OF 0.55. m rc O 'o B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z O O. 6 u e C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH u o U OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MIN)MLIM GROUT COMPRESSIVE STRENGTH OF 20DO 3 PSI. '^ w Q Q p D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 P51. U ICL B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. li Z REMARKS BY DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA:RI,M.1U-0.Iol Lock GIL 6/13/14 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Rj A2 A2 Referent.DWG.MAOIDS71A AM 09116flS ANCHOR TABLE \TYP.ANCHOR LAYOUT' R'-R'6 RW DOOR NEI.M .." O ROM NM N 6'8"DOORS RIB"DOORS N,HAY NOT REoarorrs TUALECONiOisrOA EPEuri FROM THE REQUIREMENT&OETMUG HEREW.AUU-0 FNcwEu oRARcxnTasxv&vRl9,:nEsnlsvErnrc ' ANCHOR MIN. MIN.EDGE I nGRu nl RDu E ANCHORTYPE SUBSTRATE MAX.O:C. MAX.O.C. SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT JAMBS JAMBS NOTE: NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. 2X WOOD BUCK ~ A WOOD SCREW 2.1/2" 3/4" 27.1/2" 17-1/4" ':.I�•-.::.,.•} L.:::.:: do � 2.� ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2.2/2" 17.1/2" 37-1/4C. " r4 S A .. . , ELCO ULTRACON 1/4" CONCRETE/CMU 11d/4"CMU 1° 17-1/2" 17-1/4" w "�• 3/16" NC Li 4" 14.3/8° •.vf,I*• S>aE*L?. k����,•; hA ' 82 SCREWS DATE: 02,05.14 DETAIL D2 ---- �aA JIzAPFH EHOPPE 22 23 DWG. Y: CHK. Y nJscREv ,ti. — �L TJM—�S-MSS--- ---- ---— — .. _ —R = PLATE LOCATION SCALE: DETAIL B2 (RH PLATE SHOWN) DWG.!!: pN I Z: TYP-HOPPE 5726 MULTI-POINT SHOOT BOLT I-BOTTOM SHOOT BOLT PLATE SHEET: OF 6 PLATE LOCATION HOPPE#62095911 @--, SILL SECTION VIEW HEAD SECTION VIEW 2 Z I.MFIDW. DUTSWING SIMIWi INSWING SNOWH GIRSWIHG SIMNM PREPARED I .... BUILDING DftOPS,INC. 393 L DANIA BEACH BLYD.5]C.13B OANIAALSCH,LLBI001 PH:199(D99 B1]e GM:199t)]AA I73R 41/2"TlP. 41/2"TYP. wEu:ww..•.eDnmA9elwuom 11/2"OFFSET C O p °� \� x� MY6 N V w a¢ aZ y�jr 0 O a Z oa n lu C F m REMARKS BY BATE Add ADAB111,M.Itl-PDM Lock GL 05/23/14 ANCHOR LAYOUT 110— .DWG.PA010871A AM 09/16/1 ' J PM[DCLtX6U0KfNC0AG[[[(NACOHRp N[l NWM)b NU[ PiwA Nf 1 Srt(.If S AIAYHD[AEGU:RAC[WlfAND111DXSfO.A SP[N fD1101DDlli CIUSE WSTAIIARON CD OMA]F fPOM 1HC NDUWCNCMS DRNICD NCKN.N URN1(D CNGM[[ROAAACNR[CI f14LL AA[➢AR[SI]f f➢[[✓K N[NI 1 1/4"MIN.EMBED TYP. 1`i11y 11111 f J j.2�r'` SEE TABLE rn 2X BUCK ANCHOR TABLE O p'I°•O• 6'8"DOORS 8'0"DOORS * 7 y a ? ' ANCHOR MIN. MIN.EDGE MIN.CENTER ! + ➢! ANCHORTYPE SUBSTRATE SIZE EMBEDMENT S DIST.TO TO CENTER w UBSTRATE DISTANCE MAX.O.C. MAX.D.C. w o °,• `" SPACING AT SPACING AT 2X W000 BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS ✓r, N_..` �Yti ANCHO R P ER BUCK ANCHOR TABLE f! '4 ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 3D.1/4" G�P(' 1 lA'fi ............. ...............4d.Y "::;:: :::: 1.318°-CONC. .. ... ..._.. .... ELCO ULTRACON 1/4" CONCRETE/CMU 1" 4" 25° 30.1/4" (312X WOOD BUCK INSTALL. �1I2X WOOD BUCK INSTALL. 1-1/a^•cMu .............. CROS9 fCR10N S(mm. DATE: 02.05.14 ---— NOTES• DWG, Y: CHK. j7.� Y: -- - -- „w - T1M_ 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. `- �-- -— --- ----• _---_-- --_ 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.0: D015726 SHEET: ors 3 PREPARED BY: BUILDING DROPS,INC. 196 E.DAMA BEAN BL33EKH.319 DANIABEACH.EU M EA%•IRS117C1.1739 `•\.\.\' WfB:Wvw.bulltllnRdlaOi.Spn 11 \ 11 INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR -[ Q 5,O Q _T 5 INTERIOR ./ EXTERIOR O o $ Cr O Oz h w 5a 1 OPERABLE HEAD OPERABLE SILL OPERABLE SILL (� OUTSWINGSHOWN-INSWINGSIMIIAR 4 INSWING 4 OUTSWING U a Cl F- w a 0 11 EXTERIOR ' INTERIOR REMARKS BYJ DATE INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Add ADASill.Mu111-Point Lock GL 6/23/14 10 / 6 / /. Reference DWG,NA010871A AM 09/16/1Ea 0 RND IMY NOT REFLICTMUM CONRI110NSIORA SKCBI SOP USrt[CONRRWNSCRUSEIX5141/.TpN1O0(W11C IROM lIe REDUIREMEHIS DETMEDN R[IN.A LICENSED OPERABLEADA SILL ® OPERABLE SILL 7 OPERABLE SILL Encw[[ROAARUIrtttrsnauvurMcsncSrccrtK 4 INSWING/OUTSWING INSWING 4 OUTSWING � IE T� err ENDURA HCIS000 OPTIONAL AFCO H-497 ��t AVu!' (} 2: ' ...hi.. ._:+.' .R'. w 5.A pF EY 11 r A B 9 INTERIOR EXTERIORii IMERIOR EXTERIOR .:........:.... 4 E. DATE: 02.05.14 CHK. Y: ~` TJM_ SS-MSS__ OPERABLE SILL OPERABLE SILL SCALEi (� OU75WING OUTSWING oWG.N: D015726 SHEET: OF8 4 PREPARED BY: HINGESCHEDULE HINGE DETAIL AT IAMB: BUILDING a DROPS,INC. PLACE 09 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP DOOR HEIGHT QUANTITY 398LOANmamcnaw..•STE.333 VANUR HJU3M! L95417347M FAX:I93NI21142l3 4 \ WER:—h Fdlgdropuom ,o 1 C3 w �o Lu gFY� %% 11 INTERIOR INTERIOR to \\• / / H a %/ •� 1-49 X 2.1/2"PHILLIPS U Q �. FLATHEAD\ WOOD SCREW Za Z b�� oq 3-09 X 3/4"PHILLIPS W N � FLATHEAD WOOD SCREWS La ,N 8-09 X 2 112"PFH EXTERIOR EXTERIOR` 0 _A W/STRIKE HARDWARE 4-09 PHILLIPS FLATHEAD WOOD SCREWS a 4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR V-8"DOORS .# USE 1"LENGTH FOR 8'-0"DOORS LOCK JAMB HINGE JAMB r 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Add ADAtlII,multi-Point lock G306123114 REI—. eDWG.NAOIO87LA AM 09/36/19 9.#9 X 13/4"PFIi 3.98 X 2"PFH 13-08 X 13/8"PFH(6'-8"UNITS) 8-#9 X21/2"PFH W/HARDWARE 15-#8X13/8"PFH(8--0"UNITS) winsra Honor SCU EOH[a[W enEG N[ W STRIKE HARDWARE W/STRIKE HARDWARE "D nunior nlraar AcrmEcaxomdrasmesxnR 6'•8"&8'•0"UNITS COMESW HARDWARE IPnMTNlA[QNaEMFNRd[LOS'D ,0010. T / I 1-MPL STRIKE PLATE SITC.-C M�DRpXS<lLLs[INSrNUiAN10 nlvurc 4-MPLSTRIKE PLATES 4-#8 X 1 318"PFH. lNWlli[40nA11[M][R wm3NP m$RE snal. 21 1-RE] FORCEMENT PLATE ow nr 20 HOPPE#2512296 kYil L 1 i 11 f(!!)j� EXTERIOR EXTERIOR 5 q DF r" INTERIOR o 7LNI:�ERI:0=1 �� E• �'� 11 ....... .... MULTI-POINT LOCK JAMB Cj MULTI-POINT LOCK JAMB 6 MULTI-POINT LOCK DATE: 02.05.1Z y=0UT5WINGSHOWN—INSWINGSIMILAR OUTSWINGSHOWN-INSWINGSIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY CHK, V: ----- - - GL TJM SS/MSS - - - - DWG.4: D015726 SHEET: OF8 5 PREPAREDBY: 2X WOOD BUCK S 1 BUILDING DROPS,INC. MIN. �v=i 398 E•DANw Ou(H,III]UDAE'� EDGE DIST. _ II, WOOD ANCHOR PH:19501199JN78 SEE TABLE SHEET r �� SEE TABLE ON SHEET 2 EAS'f9gAI]4AAC59 WED:Nww.bull4ingdmpswm SILICONE 2X W OOD BUCK O per'm O mo X. IX MAX, 2X WOOD BUCK O Q m a WOOD ANCHOR SHIM Q F- SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET U HEAD (TYPICAL) 2 JAMB TYPICAL o R L� (TYPICAL) �3Z OPERABLE SILL z: 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR INSWING-NO ANCHOR REQUIRED p 0 SILICONE SILICONE SILICONE REMARKS EIYj DATE 2X WOOD BUCK 2X WOOD BUCK Add ADA tIiI,MUILFPointLmk GL 06(23/14 . Reference DWG.DA010871A AM09/16/19 2X WOOD BUCK xornnrnof pnuannwumnmlDxs soansvrDr OPERABLE SILL OPERABLE SILL r OPERABLE SILL frtLIE9ECONORIDNSLADSEe6fNlA(IDNTO0v14TL rAOIAINC p[DwALM[XTS 0`rAILLD M[fllW.A lnlMf[D (NGI�pp0.ARLtlrt[[R5�Vni FACSRN Sf[[OK 6 OUTSWING-NOANCHORREQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NOANCHORREQUIRED `1T111111{j1i/ AFCO H-497Ar�rlj50,_:: .. w am SILICONE SILICONE SILICONE is 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK 4 DATE: 02.05.14 DING.TJM_SS 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWfNG-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: DwG.o: D015726 SHEET: OF 8 E>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW /" SECTION OF HEAD ORIAMB AS LONG AS MINIMUM iV1 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. �7 A PREPARED BY:- MIN rv1X WOOD BUCK ' EDGE DIST, ,.,, (OPTIONAL) BUILDING DROPS,INC. SEE TABLE SHEET e % )9![.DDAANIABDF1AA R,FL330M PR: 6po-emeCONCRETEANCHOR SILICONE 1.lqa SEE TABLE ON SHEET YAuI9sgY�.nv i CONCRETE/ASONRYBY OTHERS CONCRETE/ dn MASONRYmf1X WOOD BUCK 'p BYOTHERSx . / % C) w ��/ (OPTIONAL) I -* M IM CONCRETE ANCHOR SHIM h a m m SEE TABLE ON SHEET CONCRETE/MASONRY BY OTHERS z Q MIN,EMBED. [j BLE SHEET2 4 Q W 1 HEAD (TYPICAL) (f�TA OPERABLE SILLSWINGSHOWN•INSWINGSIMIIAR WINGSHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED 0 U Z :n O SILICONE SILICONE J - SILICONE '4 REMARKS BY DATE 'd •d •p d d ,d d d ,d d d Add ADAsIII,MuItI-Pdgl Lock GL06123/24 C Reference.DWO.11.10371A AM 09/16/19 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS TBY OTHERS UfuYlgl gtSlttl/LI VAICOISUIIi0N51ON ASYl03 ' II7 CONIREM CAUSCUISL NIOOIvtAI[ OPERABLE SILL - OPERABLE SILL 7 OPERABLE SILL f D H l to tMT SOCTAI MG[H— LK USC [ O4 Cxrtl SIULL PPf Aftf fttC6K MA OCU Si q S iqf t OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED OUTSWJNG-NO ANCHOR REQUIRED »\1111�1/I1r7! AFCO H-497 h,��'• f' l�r! ' N 7 7wa SILICONE SILICONE SILICONE r �F' (�„• ram.. •Q d d L d d-4 4d d d ,r�`/,l° ,a t pP•L3 .3!���``4 :.. F?.... . ..............:. . CONCRETE/ CONCRETE/ CONCRETE/ :. ............... MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS .I g OPERABLE SILL OPERABLE SILL OPERABLE SILL DATE: 02.05.14 --- _OUSSWJNG_NQANLCNORREQUIRED 7 OUTSWING•NO ANCHOR REQUIRED OUTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. YY: :Tt-ct A ,�,...,..eqn- * —��rr_ a.,°! 5 INtsS — SCALE: +awmm,•w„ -G-m D015726 SHEET: OF S fQ OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILL OF MATERIALS 20 ROCKWELL MULT—POINT LOCK 21 HOPPE MULT—POINT LOCK ITEM7t DESCRIPTION MATERIAL O W/SILL SHOOT BOLT PLATE#2098911 FINGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE B 398 E.DANM BE—Mo..Su.339 ® DANIAUEACH,FL33U04 1 FRAME HEAD/JAMBS LAMINATED VENEER AH:L9u13999e7. LUMBER 13w1)�ao3e O wee:wwvr.uanemerNOPsnoA, COMPOSITE 2 (NOT USED) 3 (NOT USED) w 4 THRESHOLD 5 THRESHOLD - o. Q a ~ 6 THRESHOLD - 0 cc O 7 AFCO H-497 THRESHOLD - o O®O° ®® 1Q. magc g THRESHOLD - ° U0 g THRESHOLD - O HANDLE 2� Z HEIGHT V' 4 Q •:. 10 ADA THRESHOLD - o ;�m o Do�0 w '� URETHANE FOAM& O 'too u, — 11 WEATHERSTRIP o POLYETHYLENE w E o �� p �o 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE 60 13 (NOT USED) HEIGHT 0 8 14 (NOT USED) - O o + O o e. � U IS 010 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL O REMARKS BY DATE I6" CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL .6 Add ADAsIB,IAuIU-Point Lo[k GL 6/13/S4 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL Reference OWG.nAD10871A AM01111 18 LOCK SERIES 400 STEEL xc 19 DEADBOLT SERIES 780 STEEL O mA°HaAvuramxamonuoAA srenr , ROCKWELL MULTI-POINT TONGUE LATCH B 732287686-8 UNIT STEEL [D 5n[.NIf SI1EC0HDnbl6 CAUSE INffA(UTDNTD DNW[ ROCKWELL MULTI-POINT TONGUE LATCH B D.631' 732287808.0 UNIT. IeDM IIIE BUIPFN{Ni50EE ll[DNFNCW AOC[Hf[D 20 BN '� [W [ F MOI�rt(u FIL1 fN[ ACSRNS(C 21 HOPPE MULI-POINT HARDWARE HL590DO STEEL ``��ll►IIIJN(/W� . 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE Ui f48784091 STEEL 4� � f.l � �✓ya:' 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH 48783923 STEEL ' ' M 7 O ®6� n O1 FRAME HEAD/JAMBS 4 THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE(LH) r©' e VARIES,SEE BOM AT LEFT L .. l ........... DATE"I : 4.56"--{ 5.62 1 4•17"—I 1.75 02.05.14 4.563' CHK. --— —1 - ----- -- =z DWG Y: � _ SS /D1JQP i gliFeb /IRRE3R * THRESHON� T � DWG.B. D015726 ®® SHEET: OFR 8 o