Loading...
HomeMy WebLinkAboutProduct Approval ll..Regulation -- BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats F.$ L P on L_Contact Us I BCIS Site Map I Links Search db a �11■■enY Product Approval 1 C� .> r 4 USER:Public User �/�U//111 REVIEWED FOR Product Annrowal Menu>Product or Application Search >ApplicationUa�r•ODE COMPLIANCE j��T. L CIE CO Search Criteria 4 W`f,0yBOCiCi *PUCode Version 2020 FL# 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 Inpact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# 1!l= Manufacturer _ Validated By status AI FL15944-R2 Revision International Impact Building Products JAVAD AHMAD PE, INC. Approved History Category: Exterior Doors (786) 390-6725 Subcategory:Sliding 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 Slone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.SQQ fight 2007-2013 State of Florida.::Privacv Statement::Arressibili[v 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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: zwoRigm Credit Card Safe 209 3/8• DOOR WIDTH I N ANCHORS IN PAIRS HEAD/SILL MAX. 20*MAX. AT HEAD/SILL/JAMBS 3' 6' 3' 3' O CORNERS / A /� NE0J10 F / C C `IpFp^i �N O�i'a M, C)'oim 11 O II O In C 4_z J u a W Mf it LA 11 � 1 11 II FALSE MUNTIN OPTIONAL 46 3/16' 46 3/18' \ r SERIES 'TITAN 85' ALUMINUM SLIDING GLASS nnnTt D.L.OPG. D.L.OPG. � v 1� DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART 82 3/4' O7 SHOWN ON SHEET 2. PANEL WIDTH 52 3/4' PANEL WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA TYPICAL ELEVATION BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). .2 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE Q S DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS g TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE LAMINATED GLASS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LARGE MISSILE IMPACT 6d A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. = M S SHUTTERS ARE NOT REQUIRED. 2 r Sealed: Dt, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 12I7IZO2O FL #15944 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0^n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 11111111 .- REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE do ADOPTED STANDARDS. A-CONTRINSTALACTOR ION TO OF BMI5ES��7EB,FOR HE M6�.PRODUCT TµNDj ���`` ' THIS PRODUCT APPROVAL. IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ?:•'y.�RE� b FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. A'`--""�'•'•, OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. No.8=3 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, NOTE: C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED AND TO BE REVIEWED BY BUILDING OFFICIAL ENGINEER OR ARCHITECT WINCH WILL BECOME THE ENGINEER OF RECORD(E.O.R) ■ b 5 GLASS CAPACITIES ON THIS SHEET ARE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. BASED ON ASTM E1300-09 (3 SEC. GUSTS USE OF THE P,E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED drawing no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE AN MUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AND FLORIDA BUILDING COMMISSION SPECIFIC DRAWINGS FOR RENEW. ••••••' •• ` IN ACCORDANCE WITH SECTION 1709.9.3 of FLORIDA BUILDING CODE. DECLARATORY STATEMENT DCA05-DEC-219 o-THE P� ESSIONN.E NTHECER DAT RECORD THAT P SEAL AND REPARED R.�-TBRE OF '��V�A•A ` BW!2_p47 LABELING TO COMPLY WITH SECTION 1709.9.2. DESIGN LOAD CAPACITY - PSF PANEL WORN PA140.HEIM W.M mCHLS EXT.(+) INT.(-) 1/4'TEMP. GLASS - -- 36 85.0 85.0 Z 42 850 85.0 1/4'AIR SPACE Q y 48 BO 85.0 85.0 5/32'HEAT STREN'D GLASS F W 2 52-3/8 85.0 85.0 Q d S 7 54 85.0 85.0 .OW Interloyer 0 O p 0 SentryGlos j ee��11 60 85.0 85.0 By 'Kureroy Americo, Inc.* (u W 36 85.0 85.0 5/32'HEAT STREN'D GLASS a C 42 aS.O 85.0 i 48 85.0 85.0 52-3/8 84 85.0 85.0 m 0 O 54 85.0 85.0 1 t6 Q��NA1 ry 60 85.0 85.0 i W v721 36 85.0 85.0 1 LL Z CCCN 1 42 85.0 85.0 48 96 85.0 85.0 0. 'WRAP AROUND GASKET AT O CUT CORNER JOINTS SEALED WITH 52-}/8 85.0 85.0 SONOBORN NP1 POLYURETHANE SEALANT O 54 1 85.0 85.0 EW+ 110 X 1-1/2'FH SMS a R 38 55.0 85.0 k, AT 1-1/2'FROM ENDS 3 42 85.0 85.0 W AND 8'O.C. MAX. m 1oa GLAZING DETAIL 48 as.o as.o _ 52-3/8 85.0 85.0 7/8'OVERALL INSUL. LAMINATED GLASS u n � cgs ]M y�n N 0 (SHOWN) OX(SHOWN) OXX(SHOWN) OXXO(SHOWN) g XO(REVERSE) OXO OXXX eOn XX XXO XXXX O 00 XXX APPROVED CONFIGURATIONC NON-POCKETED DOORc `0 1 I I I I I I I I I 1 I Y ., i Y � ,. I Y :i %✓. Y I I ril ., ,. ., I ri :i. :i. i I� :i :S. •. lil I O(.' 1 U O� I I�j C�' Q�" OY O� �O '�D I O OY d.• ''O U j .. la la al la 1 O ------ I I I I 1 I ai °Y ----- 1 � 1 - 0 PX (SHOWN) PXX(SHOWN) PX-XP (SHOWN) PXXX(SHOWN) PXXXX(SHOWN) PXX-XXP(SHOWN) `1t1111 //// - XXP(REVERSE) XXXP XXXXP `\\\\\• A�. a APPROVED CONFIGURATIONS � I POCKETED DOORS No.81223 �. Sealed: 12/7/2020 '��i� drowing no. FL #15944 i,��si/1tl L11 \\\ sheet 2 of 7 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS 3 TYPICAL ANCHORS IN PAIRS x rc o u m SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS LI' TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS ELEV. FOR SPACING m c�m CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING iz IBY WOOD BUCK p SEE ELEV. FOR SPACING I (SEE NOTE BELOW) g '^i METAL Z g ; .EDOE 3"MIN: I 4EDWGE STRUCTURESEDGE OIST. 3 MW. EDGE Q3"NW. a s A. •a 1 DIST. o Opv QIO —J WN`� N % -- IL W W xy O H v N O O iW OaDOH 00L0 4 =00 _ _ Q W LL q WN: 11 F.B.C.APPR'D MIALON I I p f SEE SEPARATE APPROVAL Ij J Z Irmj Q II I I � n CAL ANCHORS IN PAIRS tcLUSTER OF 4 PAIRS AT STILE ENDS 4 g�• ai I. SEE ELEV. FOR SPACING Dafi y M F OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY 'PLAZA DOOR' ` = W T SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. m m TYPICAL ANCHORS: SEE ELEV. FOR SPACING c'<a e � I 1/4" OLA_ UITRACON+ 13Y 'DEW r (Fu.184 KSI,FY-148 KSI) I I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I I THRU 1 BY BUCKS INTO CONC. OR BLOCKS I I 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) t 13 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) h 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) o 17 INTO F.B.C. APPROVED MULLIONS OR © S POURED h HARDENED INTO METAL STRUCTURES (HEAD/JAMBS) G o 2 HIGH STRENGTH GROUT (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS .6 I,c = 5000 PSI MIN. ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) C NOT BY'PLAZA DOOR' STEEL: 1 8" THK. MIN. F = 36 KSI MIN. \ \\I 11 MUST TRANSFER SHEAR / ( Y ) \\ / LOADS TO STRUCTURE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �N �` F� S',, g • .AI DIST N �Q;:' ••' i EDGE DTST. - -+3'MW.• TYPICAL- • L5 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. /l0.l1223 " INTO WOOD STRUCTURE = 1" MIN. _*;• ;{t_ y a INTO METAL STRUCTURE 3/4" MIN. 8 WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. Sealed: 12/7/2020 sT drawing no. TYPICAL ANCHORS IN PAIRS CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. '�//.•••• �` W�2-47 CLUSTER OF(4) PAIRS AT STILE ENDS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 P51 MIN. //�O/ •• ��� SEE ELEV. FOR SPACING FL #15944 h111 AIN\\\� sheet 3 of 7 j TYPICAL ANCHORS II' PA S LE �u SEE ELEV.FOR SPACING I 1/4"MAX. PANEL WIDTH SHIMS T. v iZi ^O Q D.L.O. Q(L tor ' W 7 N 12 8 36 8 O 26 5 18 8 V .ni -- a° � ILO jLL IJi, ebe ygg R Z.01 i" 3 34 t0 14 D.L.O. e EXTERIOR � PANEL WIDTH DOOR WIDTH 1BY ttt��� 12 WOOD BUCKS _I SEE NOTE SHEET 1 TYPICAL ANCHHAORRS TYPICAL ANCHORS 1 PAIRS SEE ELEV. FOR SPACING ' SEE E.. FOR(SPACING i n 1/4" MAX. 1/4"MAX. - SHIMS— SHIMS 1/4"MAX. p 8 33 6 --.SHIMS v n METAL STRUCTURE s ° zti - - t► n u 5 26 o y EXT. E)rT 3 3 EXT. .tl ° c INT. ANCHORS (1) SHEAR CLIP RE00. AT EACH PAIR I CAN BE USED 11 �� AT EXT. OR No.M223 • Sealed: 12/7/2020 � `•. er drawing n°. ,� .. . W12-47 FL #15944 �'�q�u1A1n11`�`` sheet 4 of 7 ITEM PART/ 1 QUANTITY DESCRIPTION MATERIAL NW./SUPPIAHR/Rm"m 1 PDC-OO9 1 FRAME HEAD 6063-TO - r 2 POC-012 1 FRAME SILL 8083-T6 ry 3 POC-010 2 FRAME JAMB 6063-TO - Z q=! 3 4 PDC-016 1/PANEL PANEL TOP RAIL 6063-T8 - 01, q 5 PDC-082 1/PANEL PANEL BOTTOM RAIL 6063-T6 - P W 1 Olt:E Q:O c O 6 PDC-069 1/PANEL JAMB/LOCK STILE 6063-T6 - n O. U 7 PDC-014 1/PANEL LP INTERLOCK STILE 6083-76 - H 7A PDC-063 1/PANEL HP INTERLOCK STILE 6063-TS - M 6 POC-002 AS READ. ASTRAGAL STILE 6063-T6 I N9 POC-020 AS REQD. POCKET INTERLOCK 6063-T6 - ()10 PDC-022 AS REDD. SCREEN ASTRAGAL 6063-T6Z el 11 - 1/JAMB JAMB SHEAR CUP. 3'LONG MIN. OR CONTINUOUS 6063-T6 a a C-c 8 12 PDC-049 I/PANEL INTERLOCK STILE REINFORCEMENT.LENGTH . PANEL NT. - 18" 6063-T6 - yyaJ1 X 13 POC-048 4/PANEL GLASS ADAPTER 8063-76 - W j 14 - 2/PANEL STILE REINFORCEMENT. LENGTH. PANEL W. - 18' STEEL W VI- pf 15 PDG-065 I 1 16-RI$E ADAPTER -.._.._ e063-T6 - W m 16 2-273 1 AS READ. GLAZING GASKET FLEXIBLE PVC MELTPOINT 17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - lisp _ 18 2-322-0 - DEADLOCK/1847-02 SS, 2 POINT LOCK SYSTEM AT MIDDLE - ADAMS RITE 2 POINT LOCK AT MIDDLE, 1 POINT LOACK AT JAMB tvt� I 19 2-351-0 - LACK ESCUTCHEON 04430 - ADAMS RITE X n 20 3-001-0 - LOCK KEEPER _ pBP 255 21 3-008-0 - TRACK RAIN PAN - IBP 22 3-009-0 - H.P.WEATHER TAB - IIBP GG D 23 2-405-0 AS REDD. .270 WIDE POLY-BOND FINSEAL/P8-8425-2211-0 - SCHEGAL li 24 2-402-0 AS RE00. .270 WIDE POLY-BOND WOOLPILE/PB-7525-60T1-6 - SCHLEGEL 25 2-107-0 AS READ. .270 WIDE POLY-BOND FpVSEAL/PB-7537-6011-2 - SCHLEGAL 9 26 2-222-0 AS READ. BULB WSTRIPPING (EV-277) - ULTRAFAS a 1 27 2-025-0 010-24 X I/P PFH UC SMS _ 16 AT Y FROM ENDS h 14'O.C. TYPICAL ANCHORS ]O '--" - --- n AT 3"FROM ENDS 2-010-0 _ 012 X 1-1/4'PPH SS SMS - I PER DOOR ROLLER AND 10"O.C. 32 2-007-0 - #14 X 1-1/2"PH SMS . -- - 2 PER DOOR PANEL CORNERS 2-019-0 - /8 X 1/2'PH SMS - AT 3'FROM ENDS& 18'O.C.34 2-Ot0-0 - /10 X 1-1/4'SMS ATFROM ENpS 6t 18'O.C. ISO 35 2-D42-0 1 /10-24 X 1-1/2'MS - AT 3'FROM ENDS h 1 AT CENTER OF PANEL -�1'MIN. 36 2-042-0 - X 3 4'PH SMS EDCE / AT 6'FROM ENDS R 18'O.C. DST. TYPICAL ANCHORS j BLOCK - -A7 6' FROM ENDS WOOD AND 10" O.C. ❑ METAL � 9 u e 7A c 0 0 w ra 12 f o c c ----- ---- _ No.MM yy k POCKETED JAMB Sealed: 12/7/2020 :�i� drawing12 V. � W12-47 F L #15944'/� � T L 1111��` -- --4.703 2.500 a 078 1.250 -m ; �` 250 4% TYP. _ � fp 1.250 1.125 .t 25 1.650 F 2.784 .250 Q P ,.125 Q:LQVm O Q FRAME HEAD I__ ASTRAGAL STILE -1 W{au L_2.000 cc C O 1.139 .928 -�1 I•�.250 O y rJAMB/LOCK STILE o 1.500 a o c 1.781 1.812 0 e .072 N TYP. 2.425 082 �W -� 3.498 Typ, LL 2 y 1.125 14 STILE REINFORCEMENT Q 7.482 87S _ �I 1.138 Q PANEL TOP RAIL PANEL BOTTOM RAIL LP INTERLOCK STILE .2.125 v 1.123 n .�_ 1.875 10 SCREEN ASTRAGAL ?g 812 y^ 1_ 375 i 2.500 1� 5.203 2.913 ,082376 .082 TYP. m FRAME SILL TYP. 68}7 '.Ij09 �y 1.250 r .123 1.812 1.000 1 F FF\ tn v� Lf 25HP INTERLOCK STILE POCKET INTERLOCK .948 4.922 4.000 v 4 2.SB4 2.154 .207 m .828 1.541 a o ._ v M Q FRAME JAMB 1S HI-RISE ADAPTER 12 INTERLOCK STILE STIFFENER u 0 \\\111111111ff7T -- -•� 1.224 ri.S75-y :eye:• �- 1„1 111 HARDNESS - 73t5 SHORE A � � 8 1.328 TENSILE STRENGTH (BREAK)- 1900 PSI - 1_ 9+7 ELONGATION AT BREAK - 380% .42� = NO. 22 e1 061� SPECIFIC GRAYT,Y - 1.39 125 _ 41 .370 Teo Sealed: 12/7/2020 8T drawing no. GLAZING GASKET �� ��� r� ,1 13 ,6 PVC MATERNL BY 'POLYONE' 'i,SS,•"•• \�\ W�2-47 GLASS ADAPTER EXTRUDED BY'MELTPOINT' 11 SHEAR CLIP FL #15944 A77/7f11 j qj j1E\� gheet 6 0f 7 N �0 VV n d' Z JO n W y ° SZ�QFFII a w Oyl fJ� ^. U PANEL TOP CORNER FRAME TOP CORNER m cTi a n APPLY BEAD OF SONNE80RN NP7 SEALANT F AT TOP AND BOTTOM JOINTS W1 gI N I JAMB APPLY BEAD NOTCHED TO SONNEBORN N RECIEVE EPIESEALANT RI85 AT TOP AND BOTTOM JOINTS EEE Fay \ F .,0. `W2 ' o SF' 1/4'X 1-1/2"DRAIN PAN FACTORY APPLIED u / WEEPHOLES W1 = CLUSTER OF SIX 3/8"WEEP HOLES AT 17" FROM `u / EACH END AND 21" O.C. u W2 = 1/4" X 1-1/2- OPENING FOR DRAIN PAN AT 17" FROM EACH END AND 21" O.C. c c0.v o d o \\11111 III 30 No.8122 —_4Z9 Au BOTTOM DER PANEL BOTTOM CORNERSealed:12/7/2020 •• . • 9QLLLR FASTENER DETAS FL #16,944 rl,1111%-\ ahset 7 of 7