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HomeMy WebLinkAboutREVISION-Product Approvals, DOOR Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.asp... BCIS Home Log In ( User Registration }Hot Topics ( Submit Surcharge f Stats&Facts Publications Contact Us ( BCIS Site Map Links ( Search's ba Product Approval USERPublicUserJ=,�i'1.'��h.�ra, Product Approval Menu>Product or Applicalion Search>Application List>Application Detail ,,. FLq FL16708-Rll Application Type Revision Code Version 2017 Application Status Approved RECEIVED Comments APR 3 A 1Q20 Archived Permitting Department Product Manufacturer JELD-WEN lgeNnty Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer UEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16708 Fill COI COI JW SS 2015-04-27 odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16708 Rll Equiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf 1 of 3 4/26/20, 15:17 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.asp... Sections from the Code Product Approval Method Method I Option D Date Submitted 12112/2019 Date Validated 12115/2019 Date Pending FBC Approval 12/17/2019 Date Approved 02/11/2020 Summa ry of Products FL# Model,Number or Name Description 16708.1 A Design Pro Smooth Pro Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing Fiberglass and Outswing Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL16708 R11 11 16708.1 SS 2019-10-01ad Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: F-1-16708 R11 AE PER4663.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16708.2 B Design Pro Smooth Pro Fiberglass Single(X)impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 inswing and I Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R11 11 16708.2 SS 2019-10-01.0—f Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other: FL16708 R11 AE PER4 38.3 SS 2019-12-13,r)df Created by Independent Third Party:Yes 16708.3 C Design Pro I Smooth Pro Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing Fiberglass and Outswing Limits of Use installation Instructions Approved for use in HVHZ:Yes FL16708 Rn 11 D015727-DP SP OPO LMI HHVZ XO FBC SS Approved for use outside HVHZ:Yes 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes 'Other: Evaluation Reports FL16708 R11 AE PER 664.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes 16708.4 D Design Pro Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x B-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R11 11.D015705-DP SP GLZ LMI HVHZ XO FBC SS Approved for use outside HVHZ-Yes 2019-12-12.odt Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708 R11 AE PER4440.2 SS 2019-12-13.1)df Created by Independent Third Party:Yes 16708.5 E Design Pro 1 Smooth Pro 1 Studio Single with sidelite(s)(X,O/O,X1 OXO)Impact Opaque Door 9-0 Fiberglass x 6-8 and 9-0 x B-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R11 11 16708.5 SS 2019-10-01.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16708 R11 AE PER4665.2 SS 2019-10-01.pdf Created by Independent Third Party:Yes r16708-F F Design Pro Smooth Pro Fiberglass Single with sidelite(s)(X,01 O,X/OXO)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing 2 of 3 4/26/20, 15:17 Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.asp... Limits of Use installation Instructions Approved for use in HVHZ:Yes FL16708 Rn II 16708.6 SS 2019-10-Ol.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other: FL16708 R 11 AE PER4442.2 SS 2019-12-13.pdf Created by independent Third Party:Yes 16708.7 G Design Pro/Smooth Pro!Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Door Fiberglass 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use installation Instructions Approved for use in HVHZ:Yes FL16708 R11 II D015708-DP SP OPO LMI HVHZ OXXO XXO Approved for use outside HVHZ:Yes FBC SS 2019-12-12.1) Impact Resistant:Yes Verified By:Hermes F.Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other Evaluation Reports FL16708 R11 AE PER4666.2 SS 2019-10-01.Ddf Created by Independent Third Party:Yes 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R11 II D015709-DP SP GLZ LMI HVHZ OXXO XXO Approved for use outside HVHZ:Yes FSC SS 2019-12-12.pdf Impact Resistant:Yes Verified By:Hermes R Norero,P.E.73778 Design Pressure:N/A Created by Independent Third Party:Yes Other: Evaluation Reports FL16708 R11 AE PER4444.2 SS 2019-12-13.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee__FL Phone:850-487-1824 The State of Florida is an AAtEEO employer.Copyriaht 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 emaiis 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: © z ®Ek M Credit Card Safe 3 of 3 4/26/20, 15:17 I -74r'MA�x OA WIDTFF­ BUILDING DROPS,INC. EL��E� WINDOWS & DOORS DESIGN PRO/SMOOTH PRO FULL LITE IMPACT APPROVED INACTIVE ACTIVE e Z KE FW- FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) w z GENERALNOTES: Z; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING I rING CODE IFOC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING < TAS 201-94 d TVP.ELEVATION I L3 vi TASZD2-94 • TAS 201.94 2. ADEQUACY OF THE TASTING STRUCTURAL TONCRETTIMASONRY OR 2X FRAMING AS A MAIN WIND FORCE ?A-MAX.OA WI DT RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT Of '.N' 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 s LEMAlliK'l BY DATE HEREIN,A LICENSED ENGINEER OR ARC141TECT 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. GLASSMEETSTHE REQUIREMENT50FASTME 1300 GLASSCHARTS.SEE SHEET 6 FOR GLAZING DETAILS. ACTIVE a INACTIVE T 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES. NO 0 7. NOTE:AFOO H497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING SILLS N07 RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING 1URISDICTION REQUIRES THAT PRODUCT HALL BE USED WHEN INSTALLED AT LOCATION PROTECTED By N MEETS THIS REQUIREMENT,PRODUCT S 7 OVERHANG SUCH THAT OVERHANG JON)RATIO ON LENGTH ON HEIGFITIS 2 LO 7* -0 .3 OF rfp ELEVAMON 2 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION NOTE: I A TYPICAL ELEVATIONS.DESIGN PRESSURES, -IN-AUIVE AND ACTIVE DOOR PANELRES,AND GENERAL NOTES ORIENTATION IS INTERCHANGEABLE. DATE: 02.05.14 2 A TYPICAL ANCHOR LAYOUTS AND NOTES MIULOVE. DESIGN PRESSURE tpsf) O'�'O P "S" N N_j�� NiC 3 OPTIONAL XX BUCK ALNCHORING DETAKS NOMMALSEVE IMP GL/TJM JCSSrr�ss :ACT 4 VERTICAL ASSEMOUES CONFIGURATION ... HEIGHT INSWING OUTSWING I .: NTS 5 HORIZONTAL ASSEMBLIES POS. NEG, POS I NEG. DINQ 4: D015705 6 GIAZING DETAILS xx G%w W-W Go- 60 --6j7j 60 LMI&SMI SHEET: OF9 7 WOODSMBSTRATES ILK RADIUS 6'-C" E-8. 1. 60 60' 60 8 CONCRETE SUBSTRATES IN w-w 1 8,0- 50. 1 50 So- I so Lml&smi 9 A COMPONENTS&BILL OF MATERIALS_ -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION"PROVED SILLS. INSTALLATION NOTES: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIREDAT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS).MAXIMUM ALLOWABLE SHIMSTACKTO BE X14INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMBUILDING DROPS,INC. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S)SHALL BE E —74*MAX.O.A.WIDTH- 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 1I/ITYP, ru:I^,nrus.�a STUCCO,FOAM,BRICK VENEER,AND SIDING, 3'TYP. 3"TYP. •+� 'ee<+.s<o, 4. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR -G MANUFACTURERS INSTALLATION INSTRUCTIONS. y ✓ Z o� S. FOR HOLLOWBLOCKAND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 1z' oh JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE 2� IN U.OF BLOCK y o <E " .a 6. FOR 2X STUDCONSTRUCTION,COOTANCHORING OF THESEPRODUCES SHALL a[THESAMEASFOR3X BUCK — a CONCRETE/MASONRY CONSTRUCTION. „ H < O ^$ a 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERNtS WfiH THE L9P O 0 g F�.0 FOLLOWING PROPERTIES: i� 19 u O Z A.WOOD-MINIMUM SPECIFIC GRAVITY Of 0.55. [7] B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. X30 C.GROUT-FILLED CMU* UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OQ ? rt I ,n 'A OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 f ; I�ly PSI. Q D.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMSTOASTM C-90WIDI MINIMUM COMPRESSIVE STRENGTH u a� OF 2000 PSI. +y R. SEESXEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN VE AR E LOCATIONS,EDGE DISTANCES.EMBEDMENTS,AND SHIM SPACING. REMARKS BY DATE 9. OPTIONALLY.EMBEDMENT AND EDGE CAN STANCPLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM A2 3•Typ A2 n0.l uaKtPunt in4AK+dus Gt 3/t EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 02 3'TYP. D2 p.7nenu ptyB,el,ploK7u Au /Wt ANCHORTABLE (pA`.ANCHOR LAYOUT G'S'DOORS ""DOORS svmrspPsxm.. ANCHOR MIN. MIN.EDGE ANCHOR TYPE SUaSTMTE MAX.O.C. KOF MA%.O.0 OOF SIZE EMBEDMENT DISTANCE ANCN.RSAT ANEA FISAT SPACINGAT JAMB$ HEAD/SILL Sp1AMBS T HEA CLUSTERS CLUSTERS WOOD SCREW R30 IX WOOD BUCK 1-1/2' 3/4' 17-1/2' 4 17-2/4' 4 ` N• OR FRAMING RW TAPCON 3116' CONCRETE/CMU 1-1/4' 2-3/2' 17.1)2' 4 17.1/4' 4 -� S of :Q 1-3A1'-CONC. '101 JO P w ELCO ULTMCON 1/4' CONCRLTE/CMU 1 4 T U ID 47 .214'-E6+u fTW TAP.] 3/16• CONCREi MU 1• '''�S [(C 3/4' ]' Sl-5/B' 8 l4d)6' 6 SCBM 3'PFH B2 SCREW Q` 1-STRIKE RATE E2 HOPPE#1965M2-.SX3'PFH ft NOTE: SCREW 1-STR1 RATE ].TOP ASTRAGAL E•STRIKE RATE .1 INSERT RIIG OPE.2048945 STRIKE PLATE KOPPE/1965010 DATE: 02.05.14 IMO OED Of SUCONJF 2-a X 3'DFH sum DWG. Y: CHK Y: F— FIN DETAIL C2 TYP ansaTRAG I OETAII12GL JM SS MSS TYP'ASTREAL MULTI-POINT DETAIL H2 l TYR TOP ASTRAGALI SCALE:NSERT PLUG WITH KE�N TYP.OOPASTRAM MU171-POINTSTRIVENTS DETAIL BZ 1-BOTTOHT 2-N9Y 21J2'RH MULTI-0OMT ONLY STRIKE PLATE H2 LOCATION DWG.R:ASTRAGAL ONLY INSERT PLUG BOITINSERTRIX SCREWS STRIKE LOCATION LOCATION I] 1015705 W/STD,REINFORCEMENT PLATE(INSTALL WSR[mNIE� INSWING ONLY) DETAIL E2 9.19 Y11/r PTH 2-R�I/2'PFH SHEET: OF9 1•ASTRAfvLL ONLY PM SCRE{tS UNKR AID;FORaE PLATE) ASTRAGAL ONLY STRIKE STRIKE PATE INSWING SILL SECTION VIEW PLATE FROM HARDWARE MT [VUTSWINGSILLSECTIONVIEW 16 HEAD SECTION VIEW i BUILDING DROPS,INC. �4ms.Asn 41/T TYP. 41/2- P. 31/2"OffSETTYP. �W PQ�m I m ti i 2, o� m� 0 zcc z Z 00 w� �U 3 I o ao¢ a� I tel; REMARKS BY DATE A44 m�msro-m iataa.a,i ANCHOR LAYOUT GLy,a Nwnwvrmvnv..+wn wu.��owc..nm4a, 4N na, 'Val: 11/4"MIN.EMBED TYP. i rSlElABLE 2X SUCK AN[NOR TABLE � Q N .7 7 O 3 D. *6B'DOORS 8'0"DOORS Z ANCHOR MIN. MIN.EWE MIN.CENTEii b $A OF Q' f ANCHORTYPE SDE SUBSTRATE EMBEDMENT DIST.TO TOCENTER MAIL OX- MAX.O.C. AQ P•' G SUBSTRATE DISTANCE i O o I SPACINGAT SPACING AT `2%WOODBUCK 2X WOOD DUCK INSTALL IAMBS JAMBS ANCHOR PEO BUCK ANCHOR TABLE LRY TAPCON 1/4' CONrnETE/CMU 1-1/4• 2-]/]' 4• 2s 3aU<' 2 ELCO ULTRAOON 1/4' CONOIETETMu 13/8-GONG 1' 6• 25' 361/4' 7(WOOD BUCK INSTALL WOOD BUCK INSTALL 1.1/4•-CMU DATE: 02.05.14 NOTES' OWG.@@.V.,..: CHK. V: 1. ZX BUCK ISNOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED GLA -SS'MSS IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON$HEET 2. SCALE: NTS 2. ANCHORS MAY BE STAGGERED ASSHOWN IN DETAIL4/3. DWG.0: DO15705 SHEET_ OF9 3 i HINGE SCHEDULE -- ----.� DOOR HEIGHT QUANTITY HINGE DETAIL AT3AMB: I BUILDING DROPS,INC, PLACE 49 X 2-1/2'PFH SCREW NEXTTO WEATHERSTRIP 6'-e' 3 � v B.G. 4 `\ liu m�e/irn �IMuliu�r.Y 3.08X11/2'PFH 1 1-REINFORCEMENT ty \ SHOOT STRIP y c$e 5 A 2 N ERgA B \\� / 11 J LLQ w O m�5 IlRD40R / \ 1.09 X 2.1/2'PHILLIPS I C3 G N ^5 y \ FLATHEAD WOOD SCREW ��Q � �. �yQLJ 3"09X3/4'PHIwPS /GTWDR \\ FLATHEADWOOD SCREW T"�-r z Z g EXRNOR� N C7 �• 4-F9 PHILLIPS FLATHEAD WOODSCREW t^ 14 USE 3/4"LENGTH FOR 68"DOORS O p �c USE 1'LENGTH FOR Bb'DOORS = � MEETING STILE � HINGE JAMB [71 GU MULTI-POINT LOCK ti 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY REMARKS BY DATE P44 NdtMdntla\4Fadvnl G LVte trm Pt�.1AP14R1N Mr /10119 4-48X13/8'PFH ; :;V� E•g' -f1'r B 1-REINFORCEMENT PLATE Q HOPPE 02512296 * : N ] ] / SA OF a UP �" C1 HOPPE MULTI-POINT LOCK DATE: 02.05.14 3•P8X2'PFH 13-p8X13/S'PFH TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. Y: CHK. Y: 1-MULTI"PT LOCK STRIKE PLATE \ _— / (6-8 UNITS) GL JM $S MSS I5.08X13/8'PFH SCALE; NTS DETAILAS (94 UNITS) HOPPE MULTI-PT LOO( COMES WITH HARDWARE DWG.a: D015705 FASTENING SHEET: OF9 5 I i • BUILDING DROPS,INC. J xHBUBN WW-t!T to ex��Auixi xa�SBalivam aitlaNN?+mm 1'MAX. 1/T AIRSPACE 1'MAX. 1'MA%. t/Z'NPSP0.CE ]/Z'NRTPACF 1'MA%. 1/2'AIRSMCE ' ImwR EXNPoOR INTERIOR DauJOR INTENOR EXTFPIOA 07TEAIOR EI(TEREIR p 1/8'ANNFALED GLASS 1/8'ANNEAIED GlA55 1/8'ANNEALED GLASS z 0.090'SOLUM PV13 INTERLAYER zm OD90'SOLUTIAPVBINTERLAYER 1/B'ANNEALED GLASS W 0.090'SOIUTIA PVB INTERLAYER 0.090'SGP INTERLAYER 'o H g S 1/8'TEMPERED GLASS E 118'TEMPERED GLASSI 1/8'7EMPfRF0 GLASS R'� BY DUPONT DOW 1199 SILICONE f N 1/8'TEMPERED GLASS O 4 ro 5 DOW995SIUMNE n DOW 995 SILICONE V m DOW 995 SILICONE DOW 995 SILICONE O y o� o Z 2 O W' 16 18 Iy7 19 20 u O DOW 119951LICONE REDI-SEAL _�A It DOW 99551000NE O {.�� [)6'-8"GLAZING DETAIL rT-8'-0"GLAZING DETAIL r3-\FLUSH GLAZE DETAIL 4 GLAZING DETAIL 6 201/2'MAIL D.LO.WIDTH 6 201/2'MAX D.LO.WIDTH 6 237/8'MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS K 621/2"MAX.D.LO.HEIGHT 78 1/2'MAX.D.L.O.HEIGHT 78 7/8'MAX D.L.O.HEIGHT IN WTI-UNITS AT DP-/-6D PSF ONLY F 1' REMARKS tDlTlA4-,/ NTAOEXTENOR'ANNEALED GLASS 90'SOIUTIA PVB INTERLAYER SEAM 'TEMPERED GLASS _SEALANT E S� EmN99s STRUDrURAL :'V� S.•�O'' SEALANT N .7 (51GLAZING DETAIL OPTION a s n :OF ;w 6 afi O 201/2°MAX D.L.O.D.LO.WIDTH 781/2"MAX D.LO.HEIGHT 3.0 X 6.8-DP 60 XjiEhR'�E OX84T ,D-DP45 DATE. 02.05.14 DWG. Y: CHK. Y: GQTJM SS'MSS SCALE NTS F-RAMCIONAL GLAZING,IN DING INTERNAL GRID,BLINDS DwG. D015705 BETWEEN GLASS,DECORATIVE,AND EXTEi1NAL WROUGHT SHEET: OF 9 IRON ARE APPROVED ON ALL GLAZING DETAILS SHOWN ABOVE. BUILDING DROPS,INC. ' sGlT wx^auw w-s. Ea j ,auvo+cs 2x WOOD BUCK SILICONE WOOD ANCHOR J FAIN. ,Vv L N SEE TABLE ON SHEET 2 y o w EWE DIST. 2i W %�� WDODANCHOR :o SEE TABLE SHEET 2 �^ SEE TABLE ON SHEET 2 �. o� oW aim f 2x WOOD BUCK N i F Sas � 2x WOOD BUCK g_ vii � 0.FA2ASC MIN. 2 Q i E WE DIST. V. WE TABLE ON SHIM SEF TABLE SKEET W O j SEE TABLE ON SLIEET2 STABLE BED.E SEE TABLE SHEET 2 HEAD(TYPICAL) /-2---, JAMB(TYPICAL) OPERABLE SILL { 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING ENOURAZAJL4565F REMARKS BY DATE WOOD ANCHOR W OODANCHOR SEE TABLE ON SHEET SHEET2 WOOD ANCHOR SEE TABLF OH SHEET2SILICONEILICONE SILICONE 2x WOOD BUCK 2x WOOD BUCK 2xW00DBUCK MIN. MIN. SEETABIESNEET2 ` O LWE DIST. EWE DIST. N .7 SEE TABLE SHEET SEE TABLE SHEETOF * ' OPERABLE SILL OPERABLE SILL ADA THRESHOLD .'DOS s 7 OU75WINGHIGH BUMP OUiSWING / •. AFCO}2297 AFCO H497 i�FB• , e. G\S� DATE: 02.05.14 Gy IJM SS MSS SCALE: NTS E>OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW DwG.R: D015705 SECTION OF HEAD OR IAMB AS LONG AS MINIMUM SHEET; OF9 EMBEDMENT AND EWE DISTANCE ARE AOLINED. 7 I I BUILDING DROPS,INC. MIN. JX WOOD BUCK 2 0 N,^ ice LDGE DIST. (OONAL y C . 5 2 SEE PTITAe1F SNEET2 Fs SILICONE CONCRETEANCHOR Oy t; T a ioV SEE TABLE ON SHEET 2 OQ m f c' % CONCRETEANCHOR U SEE TABLE ON SHEET 2 d LLam..... CONCRETE/ cr MASONRY W U zF BY OTHERS ZZ t N .. •. N fW o O IX WOOD BUCK :'I (OPTIONAL) ai CONCRETE/ MAX. EDGE DW.SHE CONCRETEANCHOR SHIM BY OTHERS SFE TABLE SHEET2 ~ SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS BY OTHERS REMARKS BY DATE MIN.EMBED. SEE TABLE SHEET maRFPwm Lad ARmant Gt Lla HEAD(TYPICAL) JAMB(TYPICAL) OPERABLE SILL 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR8 INSWING ENDURAIAIL4SHSE CONCRETEANMOR wase _ SEE TABLE ON SHEET 2 CONCRETE ANCHOR •"`"'�,�f"�F n _ CONCRETE ANCHOR SEE TABLE ON SHEET �'�SY "`Y�•. SEETABLEONSHEET 2 SILICONE SILICONE p i •�T SILICONE C�7 a :'ia^.'4'. �� �'—�( - - � ,�, E..S �O i WW e e Who e f W - CONCRETE/ p w CONCRETE/ CONCRETE/ b S/1 OF ,.� MASONRY N MASONRY M 'p MASONRY BY OTHERS BY OTHERS BY OTHERS ��qS O IOP f•Yf/�` MIN. MIN. EDGE DIST. EDGE DIST. EDGE DIST. /•Ll �+ S SEE TABLE SHEET 2 SEE TABLE SHEET 2 SEETABLE SHEET 2 ,p�Y,YLFSir.,Hr 4� OPERABLE SILL OPERABLE SILL n ADA THRESHOLD 8 OUTSWING 8 HIGH RUMP OUTSWING 8 AKO J-2297 AKO Hi97 DATE: 02.05.14 DWG. Y; GL JM SS�MSS SCALE: NTS p OPTIONALLY,ANCHDR CAN BE PLACED IN NARROW DWG'" D015705 SECTION OF HEAD OR LAMB AS LONG AS MINIMUM SHEET. OF 9 EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 �. CNtP4RLV UY: BILL OF MATERIALS HEMA DESCRIFHON MATERIAL HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT FINGER-JOINTED PINE 17 BUILDING DROPS,INC. SOLID PINE FRAME HEAD/JAMBS LAMINATED VENEER LUMBER COMPOSITE ���•.��� i�( 2 ASTRAGA4 ENDURA ULTIMATEHllRRiCANE CO3-T6 ALUNiM}N —9+g— i y ¢ Q w 3 (N071/5f0) 4 ENDURA LAIL4565F THRESHOLD pew as 5 AfCD J-2297THRESHOLO g (NOT USED) ;a�. O 5$ 7 AFCOH497THRES70LO lig;'-' \ k"j m g WEATHERSTRIP URETHANE FOAM& Q POLYETHYLENE {v}Q �I g" O n Q 9 NON-COMPRESSION SHIM(0.25•MAX MK.) COMPOSRE (1 x0 (NOT USED) WOOD — r6 O ~ i HANDLE �. o IH W ,Z 1 11 TNOT USED) WOOD Ep•q� NOGMT _— i, p �o Z S 12 RIO WOOD INSTALLATION SCREW WJ 2112"M IN,EMBEDMENT STEEL 13 CONC.JCMUANCHOR ISLE ANCHOR TABLE SHEETS 2&3) STEEL O HANDLE�� cG 14 BUTTHINGE ISLE SCHEDULE SHEET 5) - B I1 FrEIGIiT;y _ Ou t5 LMSERIES400 STEELaJ I ® REMARKS BY DATE 16 DEab00LiSERIES 780 STEEL I(4 � �� •m 4vroaltufaeAatinr at Utx b B -MAW 17 t10PPE MUDAOINT HARDWARE MEL EL p> IB ODL LITE KIT(LMI) 6063-T6 AL.UMNUN 3 19 FLUSH GLAZING LEG FIBERGLASS 20 001 LIPLRE KIT(RADIUS UM) FG ARS ® 8 b soul 21 GU SECURY 5-BDLT MULTI POINT STEEL xmevn ru } '�,-•`^µ• 22 ADA THRESHOLD T, FRAME HEADIJAMBS ENDURAASTRAGAL f VARIES.SEE BOM AT LEFT ALUMINUMLIF - fl Sn OF is "1 4 •' D.d3'-�->< 1S8• �ac. . O tOP.�•✓u�`ti i 1--4.563 -x.78• ENDURAZAIL4565FTHRESHOLD AFCOJ-2297 THRESHOLD AFCO H-497 THRESHOLD 22 ADA THRESHOLD DATE: 02.05.14 DWG. CFEK. Y: GL JM, SS MSS Pa_ F SCALE: NTS .— .—nJ Y owG.A: p015705 aSd• i s,�•__� }1--T w �---s.aD' SHEET: OF9 F^— fes—e.62• I - I