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HomeMy WebLinkAboutProduct Approval as..,. k., _,.a..t. >:�•e.�,-cam--,�'a... .._ -;.`. + floddaDepartmento` BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications ' FBC Staff BCIS Site Map Unks Search Busines r Professi al c'9-0fzl Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail " - z FL# FL13541-R10 Application Type Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments �'i , � Archived © tl IS G �' Product Manufacturer JELD-WEN AUG 9Q 2 2096 Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 PERFAI"NG (800)535-3936 St.Lucie County, FL fbci@jeld-wen.com Authorized Signature Kaede McLaughlin fbci@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/02/2016 Date Validated 02/03/2016 Date Pending FBC Approval Date Approved 02/07/2016 Summary of Products FL# Model,Number or Name Description 135 Design Pro/Smooth Pro Single(X)Opaque Fiberglass Door s of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011906.01-R3.Ddf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011906-R3.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010831A SS 2014-09-26 pdf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2742 SS 2014-09-26 Ddf Created by Independent Third Party:Yes 13541.2 Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011921 01-R3-sinned Ddf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011921-114.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010832A SS 2014-09-26.pd Verifled By: Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2743 SS 2014-09-26 Ddf Created by Independent Third Party:Yes 13541.3 Design Pro/Smooth Pro Double(XX)Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011907.01-113.odf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011907-R3 Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 03/30/2018 Other:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010833A SS 2014-09-26 Ddf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2744 SS 2014-09-26 Ddf Created by Independent Third Party:Yes e13541.4 Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door se Certification Agency Certificate Approved for use in HVHZ:No FL13541 R10 C CAC NI011908 01-R4 Ddf Approved foru u si HZ:Yes FL13541 R10 C CAC NI011908-R4 odf Impact Resis nt:No Quality Assurance Contract Expiration Date Design Press e:+50/- 03/30/2018 Other:6-0-0x6-8 an 6-0x8-0 Inswing and Outswing Installation Instructions FL13541 R10 II A010834A SS 2014-09-26 Ddf Verified By: Hermes F.Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL13541 R10 AE PER2745 SS 2014-09-26 Ddf Created by Independent Third Party:Yes 13541.5 Design Pro/Smooth Pro Single with side lite(s)(X,O/O,X/O,X,O)Opaque Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R10 C CAC NI011910 01-R4 Ddf Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011910-R4 Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:N/A 03/30/2018 Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL13541 RSO II A010835A SS 2014-09-26 Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party:Yes Evaluation Reports I' y —74"MAX.OA WIDT PRD-m BY: 42. BUILDINGPS,INC. MWFl W S 8 D O O R S sena•-%H / \ 5 aelssaB49eart DESIGN PRO/SMOOTH PRO FULL LITE W °w W NON-IMPACT 4 9 ACTIVE LLINACT[VE FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) , O021 Sd RF.. W z a��m 4 ma GENERAL NOTES: p2 Q VTW W C7 1 THE PRODUCE SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT \Z Q 0 INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE DRC),AND FLORIDA BUILDING CODE �,+,,,..-.��N••�" a y 7 Z 4�.v (FeC),E%CLUOING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a W Q W� • ASTM E330-02 1 IR TYP.ELEVATION 1 z - • ASTM F283-04 1 se-AooRimtaa • AAMA 1304-02 74"MAX • TAS 202-94 yay N 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE s r RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE W cc 0- FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF — INSTALLATION. O >'' T REMARKS BY DATE 3. THE ASPECIFIC SITE. I DETAILS CONDITIONS CAUSEI I ARE LATIO TO DMAY NOT REFLECT EQUALCONTSDET FOR mdmmnP.m Laa ct d I7 T4 A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED / \ s HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 1 MdTA5107A45bndard SM IM=14 DOCUMENT. s ate_ oQ 4. APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCE IN AREAS REQUIRING IMPAR �� F RESISTANCE. a 'a^, ACTIVE A• INACTIVE: 9 0 owa,®4"aronaw,w S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. 36 LL Now__ Z r wP 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN D 0 ' %"'_S F O YI GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS(SHAPED)LIM ARE QUALIFIED �_ \ / S ``,���,• •��Wil' FOR 6'_8,DOORS AT OP 4/-50 PSF ONLY. �• Os 7. NOTE:AFCO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING Q _ 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 HEIGHTIS x1.0 0,••. (T OP"". 9g ...........;0.`\ [2Z TYPeao�m.R!ION 2 � a.e.o�Y�ini u TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION NOTE:INACTIVE AND ACTIVE DOOR PANE4 ig-I-approWng Nbdocumrero^P.E 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. 4te201ao9361435:17bd 2 A TYPICALANCHOR LAYOUTS AND NOTES DATE 02.05.14 MAX.OVERALL 3 A OPTIONAL 2X BUCK ANCHORING DETAI IS NOMINALSME DESIGN PRESSURE(PSF) MISSILE DWG.@Y�,: {HK.Y: 4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING OUISNIING IMPACT GL/IJM SS/MSS 5 A HOR20NTAL ASSEMBLIES GNT POS. NEG. POS. NEG. SCALE; NTS 6 A GLAZING DETAILS XX 6'-0" 6'-8' S0• 50 50• 50 NON-IMPAR DWC'•�AO10834A 7 A WOODSUBSTRATES XX RADIUS 6-0" 6•e' SHEET OF9 8 A CONCRETESUBSTRATES XX 6'-0" e'•0' S0' 50 504 50 NON-IMPAR LO 9 A COMPONENTS&BILFMATERIALR -SEE GENERAL NOTE 7,SHEETS,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PREPARED BY:Q 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHIM STACKTO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALLBEA ] MAaNAw.stE3a NON-COMPRESSIBLE COMPOSITE OR BETTER. wxu•eao]tt]voe vx:pvlissHm 3. MINIMUM EMBEDMENTAND EDGE SIDING.CE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO pvru m STUCCO,FOAM,BRICK VENEER,AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL E; OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 5 TAB 74"MA%OAWID -• �$-,� MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOR QTY 11/2"TTP. S. FOR HOLLOW BLOIXAND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"NP. 3'TYP. O Z 01 2 JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE u o SHELL OF BLOCK z Z C Z c Q 6. FOR NCRESTUD/MASONRCONSTRUCTION,ONSTRUCTION.NG OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2K BUCK O� m CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a Z FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Z c R.CONCRETE COMPRESSIVE STRENGTH OF 3000 P51. to L�7 O CGROUT{ILLEDCMU-LINK STRENGTH CONFORMISM ASTM C-90 WITH MINIMUMCOMPRESSNE STRENGTH mZ DQ. I I ¢ Q Q OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 ^.� PSI. n U O.HOLLOW BLOCK CMU-UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ZqU.' S 9 u Z OF 2000 PSI, d Z Z W 22 a O < F S. SEE SHEETS7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR Z N LOCATIONS,EDGE DISTANCES,EMSEDMENTS,AND SHIM SPACING. \ •^ 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BY DATE EMBEDMENTANO EDGE DISTANCE ARE ACHIEVED. Z � A44 MUItLPolntbh ,Z J]7/3! LACT E ANCHORTABIE IN VE 6'8`DOORS 8'0°ODORS A2 3`TYp, A2 rm�iwr]hmmsmxAra[FwAxc®rs DI "3'NP. D2 u,vimnn•oumuxwwNmn�mrN, ANCHOR MIN. MIN.EDGE "O ANCIIORTYPE SUBSTRATE paF 9oF (DTYP,ANCHOR LAYOUT SQE EMBEDMENT DISTANCE MA%.O.G pf4CHOR5 AT MAK O.0 pN[NOF AT Y SPIAMBSAT HEAD/SILL SPACING HEAD/SILL F. .0 CLUSTERS CLUSTERS sro.rm994atmixr ``\�Q'•.••"• PQ WOODOOD BU 17-1 a• 4 �* 7 *� OR NG tTAP 3/16° CONCRETF/CMU 1-1/4' 2-1/2° 17-1/1' 4 17-1/4• 4 a T T i C 1-3/8'-GONG ��q•••. OP;:•_�` 1/4° CONCRETE/CMU 1` 1]-I/2°1 -[MUINRCTNEANDACHVEDOORIENTATION I5 INTERCH3/16• CONCRETE/CMU 1-1/4' 1• 11-5/B' 8 ]d-3/8' 6in1d .]u 2-912X3•PFH 12 SCREW C2 REPLATE E2 HOPPE NDPPE 9195504E b48 X3•PFH R NOTE: rE21- 1-STRIKE FIATS 1-TOP ASTRAGAL 1.5TRiKE PLATE INSERT - -- - HOPPE92038945 MIKE PLATE NOPPE219L40W DATE: 02.05.14 INTO BED OF SILICONE 2.98X 3'PFN SCREWS DWG. Y: CHK gY:. ���• DETAILC2 TYv ASTRAGAL/ DFML12 �S M SS/MSS v TYP.ASTRAGAL MULTIPOINT DETAILH2 YYP.TOPASTILAGAI/ SCA>,�; NTS INSERT PLUG WITH STNKELOCATION TYP,TOPASTRAGALMULTI•POINTSTRIKE DETAILB2 ]-WITCH SHOOT PFH 'PFli MULSCRIEWS STRKETLOCATIION ONLY STRIKE.PNTE11122 _ LOCq NDw :A010834A ASTRAGAL ONLY INSERT PWG BOLT INSERT PLUG LOCATIONW/STD.REINFORCEMENT PLATE(INSTALLINSILICONEBED INSWING ONLY) DIAG4L ONLY 4.99X21/CPFN 2.99X21WPFM SHEET: OFE) UNDER REINFORCEMENT PLATE) ASTRAOTO_NLY STRIKE STRIKE PLATE PEN SCREWS SCREWS pQINSWING SILLSECTION VIEW PLATE FROM R M r� HARDWARE KIT /110UTSWI NG SILL SECTION VI EW /f,1 HEAD SECTION VIEW L 2 Nxn egsx9xnlXn]wDNa9nruA PREENED BY: Ilk BUILDING DROPS,INC. ua uw.uc.v nauu.o.nva, rx:lugmv vu.a 41/2"TYP. 41/2"TYP. 11/2"OFFSETTYP. O� XO rma- 2 N(D >< 02 QZ zz zr 00 o 0 _ REMARKS BY DATE [11TYP.ANCHORLAYOLIT amr4um-vom,lw DL awwla E�aP°oo.P .". muom¢xcw,x.anmd 11/4"MIN.EMBEDTYP. ``���ESO ao (lEETAlUE 2X BUCKANCNORTABLE .•7••��. C5 fW-1 *6'B°DOORS fY0"DOORS V? i MIN.EDGE MIN.CENTER ANUIORTYPE "S` " SUBSTRATEEMBEDMENT DLST;TO TO[ENTER MAIL O.G MAIL O.0 ��.a�•••� OPSUBSTRATE DISTANCE SPACINGAT SPAONGAT �� �S2X BUCK INSTALL JAMBS JAMBS OOD BUCK ANCHOR PER BUCK ANCHOR TABLE aveoTiF[Yd`i�41�iru ITW TAPCON 1/4" CONGRETF/CMU l-1/4" 2-1/2" 4• 25' "A. ua uo C3 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL ELCO ULTRACON 1/4" CONCREWOMIJ 3 -G"1U I• 4° 25• 30.1/4• aoDUDm. ®E�Dv DATE 02.05.14 NOTES: DWG'.@@V�,,: CHK. Y: N 2X BUCK IS NOT FOR INSTALLATION ATSILL THRESHOLD SHALL BE FASTENED GL/IJM SS'MSS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCAUE: NTS L ANCHORS MAY BESTAGGEREDASSHOWN IN DETAIL4/3. DWG.R:A010834A 3H�T: ^q OF9 J vaEr Eo ax: BUILDING DROPS,INC vve.or,nww rorosrU94wn ui0zyf �v[4w..b3�d�w+wm 1 IMENOR EXTERIOR -MOR f. iMDAOR 4 —F o o > OPERABLE HEAD OPERABLE SILL PEMAkNs 2, 11 DAZE \,_4./ OUTSWING SHOWN-INSWING SIMIWEND N �4 INSONGRA7AItASESF WIAddM.W.- Gl mw� �ia°wwsvumi'a r'iu�nmuwo°mmO°a'i..a wwv.smrws � . I,l' .ro' ''T• .' �L 8 8 7- Irllouoa FKrwoa ,�0,�''•. OP•a•=tw.'' 4 OPERABLE SILL /-7-\ OPERABLE SILL OUTSWING OUTSWING DATE: 02.05.14 AFCOJ-M7 OPTIOUALAFWR-087 Dr @Y,: CHN.gQY: ji71V1 SS&SS sCAtE NTS DWS A010834A SHEET: OF8 4 PREPARED ev:///���,,, HINGESCME0QU /^` DOOR HEIGHT gUANTF(Y NINGE DETAILAT JAMB: �` PLACE 99X2• 'PIH SCREW NE%7 TO WEATHERS'ERIP 6•-5° 3 -' BUILDING DROPS,INC. 8,-0e 4 `\ vuweerpxAw.sn.na ax.vu+uerADL >vm. PN:H>xDdx-ure fM:(ssxlru/�3E vna....muuvmm�eo-• 1 *w^ 3 INrpuDR �\ /' l � N m2 1LATHEA2-1/2 1 WOOD'PHICR �4 W FwTHEAowoopscREw 3.99%3/4'PHILLIPS O 2 �EXLENDR i p FLATHEAD WOOD SCREW 4 Z Z: F%IERII Wi 4.99 PHILLIPS FLATHEAD WOOD SCREW O 14 USE3/4'LENGTH FOR 6'-R'DDORS USE 1'LENGTH FOR 8'-0°p00R5 O Q /Ev: 1 MEETING STILE g HINGE JAMB oUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 1_ REMARKS 8Y DATE Add MUIWPaintlatk GL pE2y2(ya �� amnYaun 4-48X33j8'PFN 1-REWFORCEMENTPLATE-11-1 �+� '....... . .F,p g HOPPE 9#2.51122,96.%� �L ' G� / /41HOPPE MULTI-POINT LOCK \,3 TOPREINFORCEMENTPLATE-ACTNEPANELGNI.Y DATE: 02.05.143-98%2"PFH 13.98 X 13/8°PFM 1-MULTI-PT LOCK STRIKE PLATE ^� _ ..•"' (6.8 UNrml DWG. Y: CS Y: M 16.98X13/8'PFH C] 1M SS SS DETAIL AS (&D UNITS) SCALE: NTS HOPPE MULTI-PT LOCK coMEs WITHHARDwARE pWG.9:A010834A FASTENING 3FIEE7: OF9 5 II L'MAX. BUILDING DROPS,INC. =M.- 3/4'AIRSPACE 3/0 AIRSPACE 314AIRSPACE -3/4°AIILSPACE MAP— INIERIOR 6 INTEFUOR 6 INTERN 6 INURIOR 1-1�) ��--.0- 1/8-TEMPERED GLASS gi W TEMPERED GLASS 2/8-TEMPERED GLASS 218-TEMPERED GLASS STUCONE SILICONE SILICONE SILICONE BUTYL rlzq�— BUTYL BUTYL DMIOR EKIERIOR Q DURIOR DMFUGR iz-Z2.1 28 18 19 20 :1 'RED!-SEAL REDI-SEAL REDI-SEAL GLAZING DETAIL r2- V-0"GLAZING DETAILr3l\FLUSH GLAZE DETAIL r4--\ GLAZING DETAIL 201)2"MAX D.L.O.WIDTH 201/2'MAX.D.L.O.WIDTH 237)8'MAX ID.LO. (D jr,�FCIROVAI.SUNBURST,U 621/2-MAXD.LO.HEGHT 781/2-MAX.D.L.O.HEIGHT 787/8'MAY.D.L 0.HV4Ao(4TKHr ONLY INSVB"UNITS AT DP-/-50 PSF Q REMARICS BY DATE 0 �p.............. DATE: 02.05.14 -6- Oix- ISCAM]SS&SS SCALE: NTS DWG.n.-AO10834A NOTE! OF9 Tfg-C-nONAL GLAZING,INCLUDING BETWEEN GLASS,DECORATIVE,EXTERNALANDINTEANAI WROUGHT IRON ANDRADIUS 6 IN ALL GLAZING DETAILS,SHOWN BUILDING DROPS,INC jinN O ZXWOODBUCK o R SILICONE WOOD ANCHOR SEETABUEONSHEET2 Z WOOD ANCHOR COS DIST. SEETABLE ON SHEET 2 IEETABLESHEET2 a R 6� 2 0 0 2x WOOD BUCK 2XWOOD BUCK ej ..... ..... MAX MIN. MAX Em DIST. SHIM SEE TABUESHEET2 REMARKS BY DATE WO DANCHOR Altl MWuiWmluet GL 11 SEE TABLE ON SHEET 2 .IN.M99c, " ETASLESHEET2 HEAD(TYPICAL) 1-2JAMB(TYPICAL) r3 OPERABLE SILL OUTSWING SHOWN.INSWING SIMILAR 7OUTSWING SHOWN-INSMNO SIMILAR INSWING ENDURA77U14565F WO DANCHOR WOODANCHOR SEETASLEONSHEFF2 SEETABLECINSHEETZ FF In SILICONE SILICONE q• o 7 2XWOODSUCK iV TT 4u "-2XWOODBUCK .............. sxieoYd4t4tfn MIN. MIN. EDGE DIST. EDGE DIST. WE TABLEVEETZ SEETABJESHEEr2 OPERABLE SILL (71OPERABLE SILL Q� OUTSWING HIGRIBUMPOUnWING DATE: 02.05.14 AFCO 14297 AFCO H-497 SCAVII NTS o—A010834A SHEET: OF9 in OPTIONALLY, ORALLY�AN-O.R CAN BE PLACED IN NARROW SECTION OF EAD C IAMBAS EMBEDMENT AND EDGEOSTANCEARE ACHIEVED. 7 ME- BUILDING DROPS,INC. s amw.m.[�e ' owueuo\aavw .rerorn- ...m � o$ ..g j Z odd O to tE O QQ t MIN. 2X WOOD BUCK SEE EDGE DIST. (OPTIONAL) TABLE SHEEP] CONCRETE ANCHOR O� H c z SILICONE 2 SEE TABLE ON SHaZ CONCREEEANCHOR \Z �� SEE TABLE ON SHEET 2 F yy •� CONCRETE) cc W MASONRY z BY OTHE 5 O JXWOODBUCK (OPTIONAL) ED MIN. F MAX CONCRETE/ EDGE DIST. CONCRETEANCHOR SHIM MASONRY SEE TABLESHEET2 REMARKS BY DATE SEETABLEONSHEET2 -. CONCRETE/MASONRY BY OTHERS BYGTHERS I EMBED. AM MuNPoln[tork GL fa SEETRBLESHEET2 1 EAD(TYPICAL) 2 AMB(TYPICAL) � OPERABLE SILL (AO SWING SHOWN-INSWINGSIMILAR 8 O WING SHOWN-INSWINGSIMILAR 8 INSWING ENOURA7AIL4S6SF mraz-oTeawnwci.o�•c uroaiux�+mm�xcw�onacwa� CONCRETEANCHOR CON CRETE ANCHOR SEETABLEONSHEET2 SEE TABLE ON SHEEf2 SILICONE. ``�(Ve-,• ,F,P�� SILICONE d ��+w 7 W CI.VSON TE/ CONCRETE/ ��O,c'•.,C D?;.;=fu��� MASONRY i�CC ......• U,�`� BY OTHERS BYOTHERS �hsTJA6�Ea\\�O MIN. MIN. at.la +u EDGE DIST. EOGE DISE. SEE TABLE SHEET 2 5EETAME SHEET2 �4 OPERABLE SILL OPERABLE SILL 8 OUTSWING 8 HIGH Bump OUTSWING DATE: '02.05.14 AFCOJ-2297 .AFCO M-097 DWG. Y: OJK.V: GL JM SS'MSS SCALE: NTS D-A010834A D OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW TryEE7; QFg SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. n PREPAREDW: BILL OF MATERIALS Q rrEMa DESCRIPTION MATERIAL 17 HOPPE MOLT-POINT LOCK FlNGER-JOINTED PINE BUILDING DROPS,INC. SOLID PINE vawmw'acSv asscPPwneuoy�- 1 FRAME HEAD/JAMBS LAMINATED VENEER LUMBER COMPOSITE 2 ASTRAGAL,HARDENDUWARE ND FASTENING DE 6063.76 ALUMINUM J Q $ (SEES EET Z AS7MGOR HARDWAREIMATE HURRICANE C ^g 3 (NOT USED) - W ' •�,r+ LL Q OQ�E 4 fNDURA7AI14565F7HRE5HOLD ^ 5 AFC01-2297THRESHOLD - ¢C 0 % 6 3°O.A.IGTEMPEREDNON-IMPACTGLASS ~� O m 7 AFGO H-49MRESMOLD URETHANEFOAM& B WFA'fNERSTRiP POLYETHYLENE O ® d z [�- 9 NON-COMPRESSIONSHIM(0.25°MAX.THKI COMPOSITE PJ' F 30 2X W000(S.G.MUST BE OSS OR GREATER) WOOD qw 7 �ry� 0 W i 31 SK WOOD(S.G.MUST BE 0$5 OR GREATER) WOOD ry= Oo CJ z n 12 R10 WOOD INSTALLATION SCREW W/11/2°MIN.EMBEDMENT STEEL 3 d O Po 13 GONGICMUANCHORISEEANCHORTAME5NEET52&3) STEEL 14 BUTT HINGE(SEE SCHEDULE SHEET 5) - ~ 35 KWIKSETLOCKSERIES40D STEELo REMARKS BY DATE 16 KWIK5ET DEADBOLT5ERIES78D STEEL a Add Mulo-Poln[ba GL J}/u HOPPE MUU*POINT HARDWARE H1.5111117 STEEL atl (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) )? 28 ODLUFUTEKrr(NI) PLASTIC 39 FLUSH GLAZING LEG FIBERGLASS SS UF'"[` gB° 6� 2p ODL UPLITE KIT(RADIUS UTES) PLASTIC ^"'•aom t %��5 ase'--�--�— .O.c�.•,C OPr�=�C maw•unwvARo�p1 FRAME AM sEE AD/JAMBS ANDTURA�TRAGAL ENDURA ZAIL4565F THRESHOLD AFCO J-2297 THRESHOLD , AFCO H-497 THRESHOLD BOM ABOVE -- o DATE: 02.05.14 D.ps• m owG. G1�1M SS/MSS �sez•----•-� sane NTS 4563 --y LAI `D,� D—A010834A SHEET: 4F$ Q J