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HomeMy WebLinkAboutProduct Approval 5/22/2019 Florida Building Code Online �h Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/12/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Date Revised 04/22/2019 Summary 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 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010871A X,OPQ SS 2017-02-09.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 R8 AE PER4663.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes -167.08.2= B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010872A X,GLZ SS 2016-08-26.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 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX,OPQ SS 2017-02-09.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 R8 AE PER4664.1 SS 2017-11-17.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 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX,GLZ SS 2016-08-26.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 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R8 II A010875A OXO,OX OPQ SS 2017-02-09.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 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9- 0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL16708 R8 II A010876A OXO,OX GLZ SS 2016-08-26.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 R8 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes i https://floridabuilding.org/pr/pr app U.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1GK9KQhKm!QLpP5gNDIMRAg%3d%3d 2/3 PREPARED BY: JEL�N.5'- BUILDING DROPS,INC. W SY I N D'O S, & 'D O O R S. 398 E.MA BEAM EILM STE.338 . 371/2"MAX.— DANIABFAE]iJ1.11O03 PH:I954)399�837e O.A.WIDTH FAX:(954)7a4A73e s 3 wEawww.exuamRa<DP..Dm DESIGN PRO/SMOOTH PRO FULL LITE 371,2�MAX. 5 4 w IMPACT APPROVED G O:A.1 IDTH W >$N s 4 Fs Z F- 5a�d FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 o'a �z o 3 \• s 4 Z. 'W J x¢ N M 3 CL a Oa �13J m�a F t, p ¢ Z Z M GENERAL NOTES: 4 Z ti!s e F Q W S .+w E� h L7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH HE CURRENT FLORIDA ti w s s O1 5 ACTIVE p a Q p BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: O0 a L� z O3¢ e 3 w �LLJ Z : • TAS 201-94 z 5 e ACTIVE 3 Z w 5 Z Z` J a o • TAS 202-94 Z s O 3 �+ —? O x b W • Ci TAS 203-94 '3^3 C5 5 s z z QUj Cr 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR'2X FRAMING AS A MAIN WIND FORCE C) O_ / O d h ° RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE N ° FOUNDATION 15 THE RESPONSIBILITY OF HE ENGINEER OR ARCHITECT OF RECORD FOR HE PROJECT OF r" LLJ INSTALLATION. a 3. HE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR L L A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 3 4 5 e 7 B s 3 a s s 1 B a REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 4 a 4 4 4 4 4 a a 4 44 4 < dd ADA sl11,MP Loci,REN1Tw LL GL /23/14 DOCUMENT. 1 TYP.ELEVATION 1 Z TYP.ELEVATION 2 Add GU Hardware LsB/2d/16 4. APPROVED IMPACT PROTECNVE SYSTEM IS NOT REQUIRED ON HIS PRODUCT IN AREAS REQUIRING IMPACT 1 .4.DOOR HEIGHT W 'DOORMDGHT RESISTANCE. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.'SEE SHEET 6 FOR GLAZING DETAILS. AN U.NOTBEREPPRDD IN-LE OR Pun WITHOUT WRmEN OONSENTOFBUROING DROPS,INE. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN AETERAnoxs,ADOmoxs,HwNuBImxGDRmxEA NvaDxcsrorlm Docux+ExrARE x°rPERxurrzDaxD GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES. TO 7 REMAINING STILLS NOT RATED FOR WATER INFILTRATION.NF AU AT HORITY HAVING JUR SDWATER TEST ECT NPR QUIRES THAT ,Q11�(GS F.„'Q PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY i OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS21.0 ��e; NOTE: :O S DOORS SHOWN ABOVE MAY BE LEFT 7 OR RIGHT HAND OPERATING DOORS. *' :^•�' = -fl TT r TABLE OF CONTENTS i��T�Ede.1 `z' NO n SHEET REVISION SHEET DESCRIPTION , Pme— /NM9WYp� J�95n 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES 2 B TYPICAL ANCHOR LAYOUTS AND NOTES Digitally signed by Hennes F.Norero,P. Reason:I am approving this document Date:2016.08.2619:14:23-04'00' 3 B OPTIONAL 2X BUCK ANCHORING DETAILS MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14 4 8 VERTICAL ASSEMBLIES NOMINALSIZE MISSILE 5 B HORIZONTAL ASSEMBLIES CONFIGURATION INSWING Ol1T5WING RATING DWG. Y: S Y: WIDTH HEIGHT RATING GL1T].M SS�MSS 6 B GLAZING DETAILS POS. NEG. POS. NEG. SCALE: NTS 7 B WOODSUBSTRATES X T-0' 6'-B" 6VM 650 65" 650 LMI&SMI DWG.#:AO1O872A . 8 - B._. CONCRETE SUBSTRATES - - - - XRADIUS 3'-W 6'-8" .WB 65e 65" 659 LMI&SMI .SHEET: OF10- 9 B COMPONENTS&BILL OF MATERIALS X V.0" T.0" SOA 50 50A 50 LMI&SMI . 10 B COMPONENTS B:DESIGN PRESSURE LIMITED ETO+/-0 P FTWITH USE OFIGU HARDWARE,S M#27 1 INSTALLATION NOTES: PREPARED BY: 1. ONE INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE BUILDING DROPS,INC. 398 L DMA BFAOROP S,EN3e CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIAGEAOr,FL33M4 371/2"MAX. PH:(95 4998478 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH W FBFAK195A)]44A738 .STUCCO,FOAM,BRICK VENEER :www.bull&jftP>•�uR ,AND SIDING: 3„TY 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL C2 C2 3"TYP. LAJc OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR -I 0MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z o S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Q '¢ e SHELL OF BLOCK. cc Ln � f Q m�6 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK 0 - Ib to To W C) 0 5 CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m p R FOLLOWING PROPERTIES: 'D m a 0 o a cc A.WOOD-MINIMUM SPECIFIC GRAVITY OF.0.55. 2V,'LL x 13 x o B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSI. .NZ� z z C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH j u3i 0 Z w Q, w W OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O g ut h p Q PSI. J ° D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-9DWITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. U W 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. REMARKS BY1 DATE 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. A2 dADA slII,MP Lock,Radlus LL GL 6/23/14 P.ANCHOR LAYOUT Add GU Hardware Ls o8/24/16 ANCHOR TABLE 6'8"DOORS 8'O"DOORS ANGSHA =BE REPAODULEDINmom.PART WDNDUF WRNEENmNSEN]OF BUOOING OAOPs'INC AUOWPOW,AGOI %HIGHUGNNNG.OROT ANCHOR MIN. MIN.EDGE M"MH0V DW UMWAR'NOTPERMIIIEDANO ANCHORTYPE SUBSTRATE SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. 1 AL p111141 SPACING JAM SAT SPACING JAMBSAT � %" F. O!'�7ji NOTE: � �Cr ,....., NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. '• i WOOD SCREW p10 2%WOOD BUCK OR FRAMING 1-1/2" 3/4° 17-1/2" 17-1/4" � �2 7 � ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 17-1/4" '11' •; o TT iu ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-GONG. 1" 17-1/2" 17-1/4° ��O lU�`� 1-1/4"-CMU i T Imo,�FRlAtffENJfJ4Nn7'�G,�`,�\ ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" F�E'°�° a ` °°gal% +NY9"Ff41�. B2 2-qB.%21/2"PFH. _ SCREWS DETAIL D2 'DATE: 2-#9 X 21/2°PFH TYP.HOPPE/GU 02'O�'14 PFH SCREWS MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y: • PLATE LOCATION GL TJM SS'MSS DETAILB2 (RH PLATE SHOWND2 SCALE: NTS TYP.HOPPE/GU 1-BOTTOM SHOOT DWG.M A010872A MULTI-POINT SHOOT BOLT -BOLTPLATE - - -- _ _ PLATE LOCATION lkw -- - - - - -- SHEET: OF10 A SILL SECTION VIEW AHEAD SECTION VIEW z INSWMGSNOWNOUISMANG SIMILAR INSWING SHOWN OIrEStYING9MilAN SFI:DEEAIL BI SEE DEEAIL D2 PREPARED BY: BUILDING DROPS,INC. 398 E.BANIA BEACH BLVD.,STE.338 DANIABEACHJL33004 PH:(954)3994H78 PAX:1954)744A738 41/2"TYP. 41/2"TYP. WEB:v—buedlndmfs.wm 11/2"OFFSET ,„I W � J 3 C> o eO U W CC W 0a CO Q. W m�a OyQ, ^5 U N se y Q w oa < z R Z' 0 Zo a rL) o CL o � Q 0 El: L+j i F F En REMARKS BY DATE dd ADA sill,MP Lock,Radius Lt. GL 06/23/14 P.ANCHOR LAYOUT Add GU Hardware LS 8/24/1 3 PnoHuueu«wwNaIETE/AusONm WNOL AND SHAU NOT BQACPSOD—DIN E...ART W ITNODT WRNTEN CONSENT OF BOILDING DROPS;MC AITEMTI0N5,ADMIIONS.NtG H W HNHG,DR OTNEA MAImNCSTOTM6 DONNNMAAE NOTPCRAUTRDANO INVALIDA KATbN 11/4"MIN.EMBED TYP. `tt1t11111/////" F. O ��i SEETABLE 2X BUCK ANCHOR TABLE ���,,/4�.•"" � '���� .p0 S o W off. B'B"DOORS 810"DOORS * : T z z ANCHOR MIN. MIN.EDGE MIN.CENTER -O T T i JY ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER N+F SUBSTRATE DISTANCE MAX.O.C, MAX.O.0 t7 ul :y SPACING AT SPACING AT 2X WOOD BUCK INSTALL. `SEE B n`�• 2X WOOD BUCK JAMBS JAMBS /�F o ` ANCHOR PER BUCK ANCHOR TABLE I7W TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" iBPF 't'ISI W.]95]8 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC 1" 4" 25" 30.1/4" ®3 2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. 1-1/4"-caw CROSS SECNON SIDQ VIEW DATE: 02.05.14 NOTES: DWG. Y: CHK. Y: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE:L TJ M SS MSS NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.q:/1 O A 010872A SHEET: OF10 . 3 PREPARED BY: BUILDING DROPS,INC. 398t OANV BEACK DL33 STE 116 /%�/%/ %/ ei DAPH:JSMD1,FL3100R // / ei PH:1(94)7 4A73 G PA%195Rjdiftfta wxw.bulldingdropsmm 11 INTERIOR EXTERIOR EXTERIOR INTERIOR ~ po~ pNp J N 4 --f INTERIOR EXTERIOR LL :r a p w r�LL Ln mY �11 OPERABLE HEAD OPERABLE SILL (� OPERABLE SILL �a a _ J 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING z U o0 ENDURA ZAIL4565F AFCO 1-2297 l7 o LLJ s 0 Ws W ' J 11 F REMARKS BY DATE EXTERIOR .INTERIOR 7 INTERIOR EXTENOR INTERIOR EXTERIOR dADAslII,MPIotlyRadiusLt. GL 6/23/14 Add GO Hardware LS /24/16 10 m J_ ANOSHPLLNOIDE ACDRDDUCFL W WHOIE Oq PART wNN WKADVBW. OE6U�IWNGOROPS•m Al1ERARONS,ADDO mt NGHIINwp DR oN MARgXGS TOlMS OOWMENTARE xDEPERMIDFDANO OPERABLE SILL OPERABLE SILL x A, =DD gxxG x. 5 OPERABLE ADA SILL 111111E1,,, 4 / 4 INSWING 4 OUTSWING ♦���, INSWING OUTSWING ♦♦ � ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 ♦♦ yl� „ �• �O ' T T � o %��•uuCiucE.lnnaaatN G\�♦♦� o.TamJ�♦♦ ��A 9 INTERIOR EXTERIOR vevEttR1.6/�9�p�gRa�nm 8 INTERIOR EXTERIOR /. CID DATE: 02.05.14 o DWG. Y: CHK. Y: III GLITJM SS'MSS g OPERABLE SILL g OPERABLE SILL SCALE: NTS DWG.a:A010872A 4 OUTSWING - --- - - 4 OUTSWING - - SHEET: OF10 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZO8IA565F 4 PREPARED BY. HINGE SCHEDULE HINGE DETAILATJAMB: Q PLACE N9 X2-1/2"PFH SCREW NEXTTO WEATHERSTRIP DOOR HEIGHT QUANTITY BUILDING DROPS,INC. 6'.8" 3 39e E:ou+w eFna BLVD.,srE.338 PANM BUCK FL33004 81=0" 4 \ :PH:19S41399-M FAX::1994)744A738 WEB:w b0dlned:aMc- 3-88 X 11/2"PFH 1-REINFORCEMENT SHOOT STRIP 1 \ J %/. 18 19 0 INTERIOR INTERIOR \�• / / _ .- / 1-N9 X 2-1/2"PHILLIPS p¢ y W m 6 FLATHEAD WOOD SCREW u Q / \ ( l� Z y 3-09X3/4"PHIWPS p z F�a, O FLATHEAD WOOD SCREWS 0 EXTERIOR EXTERIOR` N o 4-.q9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4"LENGTH FOR V-8"DOORS Q 0 y USE 1"LENGTH FOR 8'-0"DOORS = c° LOCK JAMB 3 HINGE JAMB rT G.Ll MULTI-POINT LOCK ti 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWIRIG SHOWN-INSWING SIMILAR \IV TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY REMARKS BYJ DATE %dd ADA 3111,MP Ludy Radius Lt. GL 6/23/14 HOPPE Add GU Hardware LS 08/24/16 13-#8 X 13/8"PFH(6'.-8"UNITS) HOPPE 15-#8 X 13/8"PFH(8'-0"UNITS) 9-119X13/4°PFH 3-#8X2 FH COMES W/HARDWARE W/HARDWARE W/STRIKE HARDWARE GU 8-STRIKE 2"PFH i ;F D m W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPLSTRIKE PLATE 12-Tt8X11/2'PFH(6'-8"UN17S) ArmswuLNm EE XEPXoouomww�w�Eoa PArtr GU 14-#8 X 11 2" WDHOBF WXBRN DDNYN70GBUMING DRDP;wC 4-MPL STRIKE PLATES [ PFH(B'-0"UNITS) 4-g8X13/8".PFH a7uanonxAoonwus.NXdmDxrmD,oAomEX 2-N9X5/8"PFH 21 nuwDxc37o7wzoocvnuxrABEnarPEXmmEOAxD W STRIKE HARDWARE 1-REINFORCEMENT PLATE c APl o BaPn n N 20 / HOPPE p2512296 - c ,``IILI1111//�1��/ EXTERIOR EXTERIOR c �����s F. O OI Tt.. ��'• TT ' � INTERIOR o INTERIOR. //O fBPEcFRf.6/m9 .pM�1% li li 4 MULTI-POINT LOCK JAMB MULTI-POINT LOCK JAMB ©HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOPREINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG, Y: I CHK.: Y: ROCKWELL HARDWARE HOPPE/GU HARDWARE GL/T.JM SS/MSS SCALE: NTS DWG.a:A010872A SHEET: OF10 5 PREPARED BY: Ilk BUILDING DROPS,INC. 398 E,DAMA BFAC}I R 3NSTE.739 DANIABEAtlLR370G6 pN:19501399-04J6 FAX:1954)744A774 WEB:—.b"adi"gdmp— ul �0 4 0 z� W S N 1"MAX. 1"MAX. 1°MAX. 1°MAX. Z 1/2"AIRSPACE 1/2°AIRSPACE 1 2"AIRSPACE / 1/2"AIRSPACE ti a Q d cc cr INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR Q m Y 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8"ANNEALED GLASS N i 0.090"SOLUTIA PVB INTERLAYER i m 0.090"SOLLRIA PVB INTERLAYER z�' 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER C p m DOW 119951LICONE 1/8"TEMPERED GLASS f 1/8"TEMPERED GLASS g 1/8"TEMPERED GLASS z BY DUPONT 0o.. ao m 1/8"TEMPERED GLASS 0 rl N ,� � 'n DOW 995 SILICONE m DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE -°a w 22 22 23 24 �REDI-SEAL REDI-SEAL DOW 1199SILICONE DOW 995 SILICONE REMARKS BY DATE 1 6'-8" GLAZING DETAIL 2 8'-011 GLAZING DETAIL FLUSH GLAZE DETAIL GLAZING DETAIL Wd ADASIII,MP Lock,Radius It GL ;23/14 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.MLO.WIDTH 6 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST AND ROUND TOPS .Add GU Hardware I5 /24/16 621/2"MAX.D.LO.HEIGHT 781/2"MAX.D.L.O.HEIGHT 78 7/6"MAX.D.LO.HEIGHT IN 6'8"UNITS AT DP+/-65 PST ONLY ANo sxau Nm GE gEvpoo uao w wxou oa vAm AtN M.MEONSEMOEBDaGNG DROPS,M A(1EMTION 5,AOOIDON;MGNUGMMG,OP OTNDI MJgipNGSTOTNIa OOCUMEMapENOf PGMDIEDANO A O AP" 7 o aP.E.No1.P>�3 �`��� FSPERAT.dI 9 F p�^M10.19570 NOTE: FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.14 BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON DWG. Y: CHK. Y: AND RADIUS:ARE APPROVED IN ALLGLAZING DETAILSSHOWN G L/TJ.M .SS/MSS ABOVE. SCALE: NTS DWG.n:A010872A SHEET: OF10 6 PREPARED BY: zx wooD sucK Ik BUILDING DROPS,INC. L DMA DEA0 MD., MIN. v=i M A BEACH,FL 33000E 334 EDGE DIST, z �// WOOD ANCHOR SEE TABLE SHEET 2 PH:OS41399 78 PAx:19'saJ7a.473e W H SEE TABLE ON SHEET 2 wER:www.buuaNRdroPF.oan F+ %/ SILICONE w 2X WOOD BUCK z � O �F gN ~� ~ CL o Lw Ogg— CC 0.25" a Q 5 a f SHIM E���2X WOOD BUCK Q¢ ccm 1:° LL cMAX. WOODANCHOR Q N x SEE TABLE ON SHEET 2 MIN.EMBED. zt.3 I� SEETABLESHEET2 \a to 1� HEAD (TYPICAL) � JAMB (TYPICAL) �3� OPERABLE SILL Z ge OUTSWINGSHOWN-INSWINGSIMIIAR 7 OUTSWING SHOWN-INSWINGSIMILAR 7 INSWING-.NO ANCHOR REQUIRED 0 ,°,! ENDURAZAIL4S65F a SILICONE o SILICONE SILICONE REMARKS BY DATE 2X WOOD BUCK 2%WOOD BUCK NO ADA sill,MP Loci,Radius LL GL 6/23/14 Add GU Hardware a8/24/16 2X WOOD BUCK MIDSHAILNm BEREPROWCFLWwN OR PAIR WIEHOm WRIDFN mN4Em Gf BINl01NG DROP;PIG 4 OPERABLE SILL OPERABLE SILL OPERABLE SILL u7ERAnox;acw roxs wawcNnx4,oa mxR tnaRiRNFSRo rNo oocumtm�NorPFRrArtnnAlm INV.IIPA R npN. 7 OUTSWING-.NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED ,�llllllll/J/� AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 ��� S F. r ,Pp i 7 ED �i�'c�0•EaFmFinarav �j����` SILICONE A�upy, SILICONE SILICONE /��� FPPECERLd�•.19EI�In 1s- 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. Y: CHK. Y g OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL GL TJM .SS MSS 7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURAZOBL4565F ENDURA HCI5000 DWG.#:A010872A - - - - SHEET: OF10 7p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. r PREPARED BY: MIN. E„ 1X WOOD BUCK BUILDING DROPS,INC. EDGE DIST. (OPTIONAL) In SILICONE 398 E.DANA BEACH BLVD:SM 338 OAWBEACMF133p1 SEETABLE SHEET 1 PM 195013 .8078 Z O FAX.(954)744A738 g CONCRETEANCHOR 0 WEB:www.Ednm.Bd,oP>Eom SEE TABLE ON SHEET 2 m y 4t . CONCRETE/MASONRY BY OTHERS ' CMASONRY O N: ,•• j BY OTHERS ex j F- a s 1X WOOD BUCK 'X.,• % a C ~ v (OPTIONAL) C ¢s .� IIII 0.25" pC F- o �/ .. •' "��("'—SHIM MAX: O Q DO '^S DO '� CONCRETEANCHOR Q EA SEETABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS 0 a Lu MIN.EMBED. SEE TABLE SHEET C o 1 HEAD (TYPICAL) JAMB (TYPICAL) e3 OPERABLE SILL � ° W -L O 8 OUTSWING SHOWN-INSWING SIMILAR 13 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED ENDURAZAIL.4565F O O k a SILICONE u+ SILICONE SILICONE FF REMARKS BY1 DATE %dd ADA slll,MP Lock,Radius LL GL 6/23/14 ° ,Q ° ,Q °• ° Add GU Hardware LS 8/24/16 CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS ANDFNNLN07BE0.EP0. 0FfiINWNENEOPPANF W VTEM 0M,ENE00 HOFBUILDING00.0P5;BIC AITEMTONS,ADONIO.E H IGHIW WINO,OR OPHEB MARONGSTOIMSI%KUMEMARENOT PERMRIEDANO IOA LION. 4 OPERABLE SILL �1 OPERABLE SILL r71 OPERABLE SILL ►LFIILJJ,��, OUTSWING-NO ANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED \\\\ ES F• � -i10 , AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 � � .• �( 0 '.P0 . 7 2 _* ��•. TT 341, lu SILICONE SILICONE SILICONE ���0��•uuGnEm4 '. •\���� � v.cxD.73 (7\\\ ° a ° ° ['4 PE° ° EB 3p"'i'►Y9hFff�t'Ln&A- o. a. a. CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY OPERABLE SILL BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 g g OPERABLE SILL OPERABLE SILL DWG. Y: CHK. Y: 8 OUTSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED 8 UTSWING/INSWING-NO ANCHOR REQUIRED GLITJM SS/MSS AFCOA-117 ENDURAZOBL4565F ENDURAHCISD00ADA .SCALE: NTS DWG.a:A010872A - -- - - - - _- - - - - - - OF10 L>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 PREPARED BY: BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL Q FINGER-JOINTED PINE SOLID PINE O FRAME HEAD/JAMBS O ENDURA ZAIL4565F BUILDING DROPS,INC. 1 FRAME HEAD/JAMBS VARIES,SEE BOM AT LEFT THRESHOLD n99E CAµNA BEACH vL33004 e LAMINATED VENEER PH:1954)399d9]R LUMBER L FM-(9Sa)raaAM COMPOSITE � w9e:www.°,udmadmps.wm m: 2 (NOT USED). 3 (NOT USED) — III I Q w 4.563" 4.56°--I y w �m" 4. ENDURA ZAIL456SF THRESHOLD - W m. S AFCO J-2297 THRESHOLD - 0 ~ o o d 6 AFCO A-276/P•200D THRESHOLD - x a LL g 7 AFCO H-097 THRESHOLD - ¢ J m g 8 AFCOA-1177HRESHOLD - O AFCO J-2297 O a AFCO A-276/P-2000 q co ENDURA ZOBL4565F THRESHOLD _ THRESHOLD THRESHOLD 2E Z 10 ENDURA HC15000 ADATHRESHOLD - ~ 2 Q �o 11 WEATHERSTRIP URETHANE FOAM& ti .4 Z p POLYETHYLENE L 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE 2 ° 13 (NOT USED) - 0. 14 (NOT USED) - 2 15 N10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL U 16 CONC/CMU ANCHOR'(SEE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL %dd ADA sill,MP Lock,Radius Lt. GL 6/23114 O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD Add GU Hardware L6 08/24/i6 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT a �AHDsw4lxmDE REVR00ucED uswxo�E m m 20 STEEL s HDVrwnmsx mNSENr°s B... M.C.Da AB'.Hs"H ROCKWELL MULTI-POINT TONGUE LATCH J173228780 8-0 UNIT MA1110NG3TOWl$D uEMAAEN=FfX IITFD AND 4.SB" AM 0 "ON 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 4.61 o 22 ODL UTE KIT(LMI) 6063-T6 ALUMINUM ,``rGs F.L'(O77/��, 23 FLUSH GLAZING LEG FIBERGLASS ``����¢�,.• ����' 24 ODL LIPUTE KIT(RADIUS LITES) PCABS �,• ••�Q 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 7 26 HOPPE MULI-POINT HEAD.SHOOT BOLT PLATE RH N8783923 STEEL '0 .:• T T ,t 27 GU secuars-BoLrMULTI POINT STEEL O ENDURA ZOBL4565F 10 ENDURA HCI5000 ADA '�03c, •Eq E THRESHOLD THRESHOLD F�H p sevEaAT.el�Jyry .y�gll��ssrs aIV- N 5.00" DATE: 02.05.14 GL/TJM SS MSS SCALE: NTS DWG.9:A010872A -- -- - - SHEET: OF10 9 PREPARED BY: Ik BUILDING DROPS,INC. 398 E.DAN%BEADL BLVD.,STE 338 OANA BEACH,F03004 ZO ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 GU SECURY S-BOLT MULTI POINT PH:(954)39984]8 W/SILL SHOOT BOLT PLATE#2098911 FAX:L934p44ane wEa.rWw.wumPBaE"Psmn, W o Oo y � �gNO WD ~ m o tia 3a= m 0 O 4 Q z ao. 00 H ° 0 o Qo z a ®D ® 0 ® O z 0 o IM���IIIq ^^ 0 O ^^ HANDLE ^^ p . O o o HEIGHT 0 W4 °P9 o to B 0 0 o `� ?O m, O O e m F U 1 O �o .m N p REMARKS BY DATE m n o CA v HANDLE n m 0 n m HANDLE dd ADA sill,MP Lock,Radius Lt. GL 6/23124 HEIGHT @ HEIGHT Add GU Hardware LS 8/24/16 0 O o ummm 4, C, o O m I] O" 0 'ANOSHALLNOTBEREPRODUCFOw WNOIEOR PARC 0'J WNROUTWWT NCON9ENEOWBUROMGOROPS,B ILLTERATONS,AD[4NON9,NWHUGNEING,OR OfNFR j_MMONGST DOCUMENEMENOTDERNJfiFDANO �p 4 NV LON OUR CF KATNIN JJ,t�EB F' 0''��4i B ry 0.63" TT ?tr po I�lI4yyJ�ll AP ENOW7D�f`136/,� MEQA/.6l�ry pO��Y3004'1v.S95M o ®®� c Zfl'9hVfYt� .79" ---I 1.65"4— DATE: 02.05.14 DWG. Y: GL TJM I SS MSS SCALE: NTS DWG.4:A010872A SHEET: OF10 10