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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS Florida Building Code Online Page 1 of 2 PUr�f��T 60&-1 `60-oitw mew SCANNED ° BCIS Home i Lag In ; User Registration i Hot Topics S SurchA�V fats&F ds j Publications FBC Staff BCIS Site Map Links •search.� Florda �If e?' / �� d 141 — ISBN Product Approvalr USER:Public User /7 O Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17900 Application Type New Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Tell Manufacturing,Inc. Address/Phone/Email 207 Bucky Drive Lititz,PA 71543 (949)672-4372 pablo.munoz@spectrumhhi.com Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email 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 © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ammad Riaz,P.E. 2 Validation Checklist-Hardcopy Received Certificate of Independence FL17900 RO COI SS-Telstar-Tioga-Spartan OS Steel Doors-CI 2014.odf Referenced Standard and Year(of Standard) Standard Year ASTM E 1886 2005 ASTM E 1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2... 2/22/2017 . Florida Building Code Online Page 2 of 2 • Product Approval Method Method 1 Option D 4 Date Submitted 07/16/2015 Date Validated 07/16/2015 Date Pending FBC Approval 08/09/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description i ss rr3paet re 'sta ff e or ISCeellD Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17900 RO II SS-Telstar-Tiocia-Spartan OS Steel Doors Approved for use outside HVHZ:Yes (LMI)dwq. 15-35L.pdf Impact Resistant:Yes Verified By: Javad Ahmad PE#70592 Design Pressure: +75/-75 Created by Independent Third Party:Yes Other: See drawing 15-35L for span vs load combinations Evaluation Reports and installation details. FL17900 RO AE SS-Telstar-Tioga-Spartan OS Steel Doors (LMI)-PAE 2014.pdf Created by Independent Third Party: Yes 17900.2 Telstar-Tioga-Spartan Outswing Non impact resistant outswing steel door with glass view Steel Doors System lite. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17900 RO II SS-Telstar-Tioga-Spartan OS Steel Doors Approved for use outside HVHZ:Yes (NI)dwq. 15-35.pdf Impact Resistant:No Verified By: Javad Ahmad PE#70592 Design Pressure:+75/-75 Created by Independent Third Party: Yes Other:See drawing 15-35 for span vs load combinations Evaluation Reports and installation details. FL17900 RO AE SS-Telstar-Tioga-Spartan OS Steel Doors (NI)-PAE 2014.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 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: ® eClrecl M Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%2... 2/22/2017 x /'L . 1611-e4W y�U ; 4 " FRAME WIDTH Z 2" d 361 O z T DOOR OPNG. WIDTH 2�" F w a Q E N < a m' 11" 3" 0 M w 2 ,. 3 O.C. MAX. 0"w 0 35q" a W SASH WIDTH ° L)o M \ 0&< c \ 0 o I- N C) N \\ nm U.Z NLL o LD \ Q Z. -- K = m W / A Z i N / Mf fn m J_ 0 j M -Q Q F .M)o / QWM)A DOORS ARE RATED FOR IMPACT. Z <m o \ O Z I n INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE Q�a j THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES 18 3" _ COMPLYING WITH HVHZ REQUIREMENTS. MAX. MAX. J Z f I INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET Li7 m w H THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. ~ a o "TELSTAR OUTSWING SINGLE STEEL DOORS ( X ) "TELSTAR/TIOGA/SPARTAN" OTITSWTNG STEEL DOORS APPROVAL APPLIES TO SINGLE (X) LEAF DOORS WITHOUT SIDELITES. Pd = +50.0 PSF (EXTERIOR) —50.0 PSF (INTERIOR) DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION `o RESISTANCE IS REQUIRED. - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NOTE: REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER A-THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC LOADS TO THE STRUCTURE. o 0 PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND FL #'17900 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION E'°c PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED O NOT ANCHORING OR A CONDITIONS NOT SHOWN IN THESE DETAILS ARE I \Q111 RO CT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF \� PART OFF THIS APPROVAL. C-THIS PRODUCT Iwo TAA''' '^ •i ALTERED BY ANY MEANS. ••••••. � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �P'VGF1Vsa u D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) $FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER No.70592 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE - o° v` SPECIFIC DRAWINGS FOR REVIEW. t REQUIREMENTS OF THE FLORIDA BUILDING CODE. E-THIS P.E.D.SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF drawing no. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. % '•., OR10k: \ IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. �iSs� �d' 15-35L LABELING TO COMPLY WITH SECTION 1710.8.2. YYAYD�A1j 1GAA� sheei 1 of 9 FRAME HEIGHT 2' O 96" O DOOR OPNG. HEIGHT D s D 11 N A r MAX. D Z v a C \ . 391- - V) \ / o 43,. 11 / o 1,LnP Z DX� O -�X r- I = 0 O N .; \958 il--- . rn rmi r- r MAX.� ny O X W O 40"� O ;0 In ^ -{7 " 26" 26"�-26"� 9- X v �954" SASH HEIGHT 98" FRAME HEIGHT D 96_ 2" DOOR OPNG. HEIGHT N D DV Z 0 Oo a C MAX. -24•� N W + U1 �O Z \. O 0 O7 v�i \ 41'j- -TI N / p T Z \ T A m� r \ / =V z 1p mN A m 1�1 - \ / faR.l �ox-. oA �o \ O O A m 24" 12" ra MAX. MAX. 604- X �26" 26"—}-26"� 94" .. I '.0 � .. y5''� `......• ,.eG O:�?' G'• j t" F958" SASH HEIGHT -Q rD CD c�'•. o "/011•I 111��`` ' w s 0. date: 6-29-15 revisions: 'TELSTAR/TIOGA/SPARTAN'DS STEEL DOORS SYSTEM::N AL-FAROOQ CORPORATION a µ f no dote escri ion s=ai•:,/z•=,-6 TELL MANUFACTURING, INC. ENGINEERS&PRODUCT DEVELOPMENT N 1235 S.W.87 AVE L„i a. 18 RICHARD DRIVE . LITITZ, MIAMI.FLORIDA 33174 (J1 �` �6' PENNSYLVANIA 17543 TEL.(305)26"100 FAX.(305)262-6978 C t0 �' o �pX,p. TOLL FREE: 1-800-433-4047. 1-717-625-2990. FAX: 1-888-370-3253 FL APPROVAL/15-36L r' WOOD MASONRY 4%V n SUBSTRATE Z ROUGH OPENING �• 4 ♦ H e a Q N Q aw 0 a LL b• ° ♦ ° 02 02 0 WOOD w ° E.O. 1"E.D. SUBSTRATE cy a a a s ro0 SECTION A-A 02 ° °°" a• Q w v;i LL o w ° _ LLZIRfm SEAL ° Qw.Ni�� ITEM 07 e ° p O U Z O1 8) 011 CO g (8) O11 OS ( = S Z N I Z �F- n FRAME OVFRAII WIDTH j �J i SECTION C-C SECTION D-D Q w n a n oaxrt amx n Z a m o TYPICAL ANCHORS AT HEAD/JAMB/SILL: _j 3: #8 DIA. SMS G J 9 z f! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LJ w o 1-1/2- MIN. PENETRATION INTO WOOD I— O 3/16" DIA. ITW TAPCON (Fe=125 KSI, Fy=100 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO fc'=3000 PSI CONCRETE, 1" MIN. EDGE DIST. 1" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) HWH SDS 3/16" DIA. ELCO ULTRACON (Fu-177 KSI.Fy=155 KSI) ° INTO 2BY WOOD BUCKS OR WOOD STRUCTURES - SECTION B-13 03 11 1-1/2" MIN. PENETRATION INTO WOOD y DIRECTLY INTO fc'=3000 PSI CONCRETE, 1" MIN. EDGE DIST. }' DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 1" MIN. EDGE DIST. _ 1-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) c To ° 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) w ♦ ° • e ♦ ° FL #17900 0 CONCRFTE J N0.70592 •c S �Q'•,• s.•..c of � drawing no. TELSTAR SERIES SINGLE STEEL DOOR SYSTEM ="�' fiOR1o�.: 15-35L ,,,ss�INA`1t%\\\\ sheet 3 of 9 I 023 Z n O r y rc F-z m a w pa /Q�yy� N V o OW J m ITEM No. PART NUMBER DESCRIPTION MATERIAL CITY. p 01 MMD20102 DHM 3068 20GA 161 DB - 1 O 8 v n NA 02 MMD30302 TELSTAR DOOR FRAME HEADER/JAMBS 2.76"x 4.75"x 0.054"THK. 16GA GALVANNEAL STEEL 1Vp03 MMD10202 THRESHOLD 0.53"x 4.80"x 0.152."THK. 36"TP 6063-T5 ALUMINUM 1 0 a¢a023 DETAIL A 04 MMD40103 FLASHING STRIP 36"TP - 1O NO 05 HG100034 HINGE 4-1/2"x 4-1/2" GALVANNEAL STEEL 3uIL Zm_o \ O6 MMD10203 DOOR SWEEP 0.61"x 1.35" x 0.083"THK. TP 35.75" 6063-T6 ALUMINUM 1 J m G J JJ 07 MD100120 WEATHER STRIP LP1153 (16') GALVANNEAL STEEL 2 Q W r 08 - 8300 SERIES HEAVY DUN COMMERCIAL GRADE 1 RIM PANIC W/ KEYED ESCUTCHEON TRIM STAINLESS STEEL 1 0 09 - KEYED LOCK 02 011 MSD10006 2 PART ADHESIVE. REZ-CURE EP882 BY INNOVATIVE BASIN SYSTEM. INC. EPDXY BASIN 2 MSD10033 Z N 012 - STRIKE PLATE - 1 Z 013 MSD41065 BOTTOM DOOR SKIN 0.40"x 1.72"x .034"THK. GALVANNEAL STEEL - -o I.� C6 C5J 014 MSD41065 TOP DOOR SKIN 0.18" x 0.24"x .035"THK. GALVANNEAL STEEL - LL C 015 MMD10205 TOP CAP 0.70"x 1.54"x .038"THK. GALVANNEAL STEEL - + -J F— v 016 MSD10223 DOOR CHANNEL 0.80" x 1.67"x .053"THK. GALVANNEAL STEEL - U a v o i! n—: 017 MMD10043 DOOR CLOSER REINFORCEMENT 7.00"x 19.50"x 0.070"THK. (15GA) STEEL SHEET GALVANNEAL STEEL 2 ry 023 093 023 018 MSD10005 FOAM CORE 44.00" x 91.00" x 1.688"THK. - 0.733 LB/FT' DENSITY POLYSTYRENE FOAM 1 z 019 MSDIO027 HINGE REINFORCEMENT 1.25"x 10 00"x OA 80"THK. COLD ROLLED STEEL - 020 MSDIO091 CYLINDRICAL LOCK REINFORCEMENT 1.65" v 6.69" x 3.80"x 0.054"THK. COLD ROLLED STEEL 2 J U N rc 021 _ JD:ZLL- DUST COVER 0.61"x 1.35"x 0.083"THK. 6063-T6 ALUMINUM - LJ Z • D5 022 - #8 x 3/4" PHIWPS WAFER PAN HEAD SELF DRII I ING SCREWS STEEL 8 �" ~°^d o O 023 - 3/16"0 ITW BUILDE%TAPCON OR FI CO ULTRACON ANCHORS STEEL 23 Cf R C4 DEAIL B 4 DR 3068 PRO DB RHR W/ 10" X 10" OWE FL #17900 0 �•�p�lp .......... a. o I ud J No.70692 - s �Q'•• 8.'.�e OF r�� drawing no. TELSTAR SERIES SINGLE STEEL DOOR SYSTEM -'�' .v toR1o.. ���' 15-35L � h1 I nL� sheet 4 of 9 pe L l� O • i F S � �4 t d ®t s A e Y) D S II D al y ` ��L o 3 07 o L o Z o r0i C CD A r*1 O b 0o e0o 00 000 - A � m rr- � � �.E, 70 m N m m �- cn \rn r -NI r—rT A _ l � Cn 1 : _ •e4 z a R Q m s cncn rl e z � � — o 1 mE rcn O o � O � s Ln m € rn - �fo 10 O ��httt,ttNt s a date: s-29-ts revisions: ion 'TELSTAR/iIDGA/SPPRTAN-OS STEEL DOORS SYSTEM-L.N.I. AL-FAROOQ CORPORATION a no a e escn aeair. p55HOWN TELL MANUFACTURING, INC. ENGINEERS&PRODUCT DEVELOPMENT 18 RICHARD DRIVE LITITZ, M1gmL FLORIDA 33174 C PENNSYLVANIA 17543 TEL.(305)264 100 FAX.I3051262-6978 TAXOLL EE:68 1-70-7600-253433-4047. 1-717-625-2990. L 15-35L FL APPROVA tO r o chk by F : 1—FR6 -3 < j N O m V.Z1N v Z7 N OD C7 n D p w z n_ 0 " o O n Z O T m . W � J Z • 0 • W P N P J N � N 00000 O D cf) n D N 4 _ D ® O o O O Z Lo n ZI i Lo Z _ _V Fli c -A N rrl 0 m z D p r O 0 O A �7 0 (n 1n (n � V) m 0 0 N Z N ^l 'T 'J N Z A O O (' . y =r o o '� 00000 7 n U: �$c. o 0DoD0 0 2 dale: 6-29-15 revisions: 'iELSTAR)iIOCA/SPARTMI'OS STEEL DOORS SYSTEM-L.U.I. AL-FAROOQ CORPORATION a '�" S acvle: p5 SHOWN no Oe eSCri ion TELL MANUFACTURING, INC. ENGINEER S&PRODUCT DEVELOPMENT 1235 S.W.87 AVE 18 RICHARD DRIVE . LITITZ, MIAMI,FLORIDA 33174 C PENNSYLVANIA 17543 5 TEL.(305)264100 FAX.(305)262-6978 TOLL FR : - - 3-4047. 1-717-6T5-2990. t0 T— o chk.by. FAX: 1-BBB-EE 1370-B003T5433 FL APPROVAL�15-35L ITEM No.PART NUMBER DESCRIPTION MATERIAL QTY. U 25 or 26 1 MSD72232 HEADER FRAME 2.67"x 0.059'THK. 16GA GALVANNEAL STEEL 1 �� I 2 MSD72232 JAMB FRAME 2.67"x 0.059"THK. 160A GALVANNEAL STEEL 1 1/4"TO 1/2" BOLT WITH LOCKING NUT. 3 DT101126 THRESHOLD 0.50"x 5.75"x 0.105"THK. 48"TP 6063-T5 ALUMINUM 1 BOLT MUST BE MINIMUM 3 THREADS 4 MSD70027 HINGE REINFORCEMENT 1.25"x 10.00" x 0.1 B0"THK. COLD ROLLED STEEL 8 Z ENGAGEMENT BEYOND NUT. OR m o #12 OR LARGER DRILLING SCREW. 5 MSD10290 BOTTOM DOOR SKIN 0.40"x 1.72"z .034"THK. GALVANNEAL STEEL 1 0 r W ¢ CREWS MUST BE MINIMUM 3 THREADS 6 MSDI0290 TOP DOOR SKIN 0.18"x 0.74" x .035"THK. GALVANNEAL STEEL 1 H w n a ENGAGEMENT BEYOND CHANNEL/GIRT. 7 MMD10205 TOP CAP 0.70"z 1.54"x .038"THK. GALVANNEAL STEEL 1 Q, d < 8 MSD10223 DOOR CHANNEL 0.80"x 1.67" z .053"THK. GALVANNEAL STEEL 2 a:0 c 9 MSDIO091 CYLINDRICAL LOCK RF.INFORCFMFNT 1.65" z 6.69"x 3.80"x 0.54"THK. 16GA COLD ROLLED STEEL 1 0 w w 10 MSD70048 FRAME CLIP 5.54"x 1.45"x 1.43"x 0.097"THK. 12CA SPOT WELDED TO JAMBS GALVANNEAL STEEL 2 (L i 11 MSDI0005 FOAM CORE 44.00"x 91.00'x 1.688"THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1 [1 12 MMD10043 DOOR CLOSER REINFORCEMFNT 7.00"x 19.50" x 0.070"THK. 15GA STEEL SHEET GALVANNEAL STEEL 2 0 U r LL 13 MSD10068 MORTISE LOCK REINFORCEMENT 5.00"x 1.50"x 11.93"x 0.067"THK. 15GA COLD ROLLED STEEL 1 V p 14 MSD72232 KD STRIKE JAMB 4080 MB534 FRAME 2.67"x 0.059"THK. 16GA GALVANNEAL STEEL 1 0'O w In o 15 #8 x 1" SELF DRILLING SCRFWS NOT SUPPLIFD STEEL 6 0 a Q 16 - HINGE STRIKE JAMB FLOOR BASE ANGIE CLIP 12GA GALVANNEAL STEEL 2 18 l7 DT100631 WEATHER STRIP LP1153 18' - 1 0 O ry 18 HG100034 HINGE 4-1 2"x 4-1 2" CALVANNEAL STEEL 4 w o_ 24 19 - MORTISE LOCK HARDWARE OPTION, CL 102258 IHONGSHAN - 1 LL Z UI w SEE NOTE 2 20 - LC1281 SERIES HEAVY DUN COMMERCIAL_GRADE 1 LFVFRSFT W CLI00249 BY THASE ENTERPRISES CO.LTD EACH SIDE. 21 MMD10203 DOOR SWEEP 0.61"x 1.35"x 0.083"THK.TP 35.75" 6063-T6 ALUMINUM 1 Q y t 22 - JAMB EXTENSION ASSFMBIY 16CA CHANNEL, 12.GA CLIP GALVANNEAL STEEL 4 0 23 - 3 6"0 TO 1 ,O x 2-1 4"DYNABOIT STUD ANCHOR FOR CONCRETE - 4 24 = 12 x 1'SELF DRILL LNG SCREW NOT SUPPLIFD STEEL 24 m 25 1 4"0 TO 1 2"0 x .3/4'HFX BOIT STEEL 12 O 26 - 1 4"0 TO 1 2"0 HFX NUT SF[ LOCKING STEEL TO MATCH ITEM 25 STEEL 12 5�-+ z i 27 - 10 x 1"SELF DRILIING SCREW NOT SUPPLIFD STEEL 6 ' - of 28 - I STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED - 1 N i 29 - 12 - 24 x 3 3 8"PHILIIPS FLAT HFAD COUNTERSUNK MACHINE SCREW STEEL, FOR HINGES STEEL 32 c 30 - 3 16"0 x 1- 4"PHILLIPS FIAT HEAD COUNTERSUNK TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 5 S z nj 31 - 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W KEYED ESCUTCHEON TRIM - 1 tz F 32 - 5 16"0 TO 1 2"0 x 1-3/4"HFX WASHER HFAD TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 4 �' � v 24 33 MSD10061 HINGE REINFORCEMENT COVFR 1.66"x 0.84"x 10.13"x 0.024"THK. COLD ROLLED STEEL 4 SEE NOTE 2 34 MSD10090 STRIKE PLATE REINFORCEMENT 1.38'x 6.50" x 1.13"x 0,059"THK. 16GA COLO ROLLED STEEL 1 EACH SIDE. a 35 MSD10006 2 PART ADHESIVE, RFZ-CURE FP882 BY INNOVATIVE BASIN SYSTEM, INC. EPDXY RESIN 2 d MSD10033 Z o Q 36 DT100852 BUTTERFLY ANCHOR 1.58"x 2.50"x 7.00"x 0.048"THK. COLD ROLLED STEEL 4 Q Z 37 SDI00081 ANCHOR 0.95"x 2.05"x 7.00" x 0.052"THK. COLD ROLLED STEEL 4 <j 14 38 - 1/4"x 3/4"HEX HFAD MACHINE BOLTS(HH MB)AND LOCK NUTS THRU FRAME CLIPS STEEL 2 U}r1 m INTERIOR 39 - /18 x 3 1/2" NAII S STEEL B to J�Z E 40 - 3 8"x 6"WOOD LAG BOLT STEEL 4 r'J LLJ Z: - F r°Q. 76 FRAME TO METAL BUILDING INSTALLATION DETAILS 00, SPOT WELDED NOTES: TO FRAME 1) FOR ANCHORING KNOCK DOWN FRAME HFAD JAMB TO FRAME HINGE JAMB AND FRAME STRIKE JAMB c INTERIOR 16GA(.053'MIN.)STEEL FRAMING USE(2 PER SIDE) 1/4•TO 1/2"DIAMETER STEEL BOLT WITH MATING SELF LOCKING NUT.BOLT TO BE OF SUFFICIENT LENGTH TO ACHIEVE 3-THREADS MINIMUM 23 OR 32 25, 26 BEYOND NUT.LOCATE AND ANCHOR AS SHOWN IN CORNER CONSTRUCTION DETAIL. SEE NOTE 3 SEE NOTE 1 2) FOR ANCHORING JAMB EXTENSION ASSEMBLY TO 16GA(.053"MIN.)STEEL FRAMING HINGE AND STRIKE JAMBS,USE(4 PER CHANNEL)112 OR LARGER DRIWNG SCREWS OF SUFFICIENT LENGTH TO ACHIEVE - 3-THREADS MINIMUM BEYOND ANCHOR CHANNELS.LOCATE AND ANCHOR AS SHOWN IN JAMB EXTENSION EXTERIOR ASSEMBLY DETAILAV m FLOOR BASE ANGLE DETAIL EXTERIOR 3) FOR ANCHORING FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE(2 10 PER JAMB)3/8"TO 1/2"DIAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE 2"MINIMUM CUP IS EMBEDMENT INTO CONCRETE WITH 4 1/2"MINIMUM EDGE DISTANCE OR(2 PER SIDE)5/16•TO 1/2" 0 SPOT DIAMETER HEX WASHER HEAD TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4'MINIMUM o 0 1 4 WELDED EMBEDMENT INTO CONCRETE WITH 3-3/16"MINIMUM EDGE DISTANCE(ADD WASHER IF NEEDED).LOCATE T 19, 20. 31 TO FRAME > CYLINDRICAL LOCK / AND ANCHOR AS SHOWN IN FLOOR 845E ANGLE DETAIL d 4) FOR ANCHORING THRESHOLD ONTO CONCRETE USE 3/16"DIAMETER FLAT HFAD TAPCON SCREWS WITH FL #17900 0 SHOWN SUFFICIENT LENGTH TO ACHIEVE A 1-3/4•MINIMUM EMBEDMENT INTO CONCRETE WITH 2-5/8'MINIMUM A7111ILL// CORNER CONSTRUCTION DETAIL EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ` p�I............ m �.''vax>•.. 24 22 S) INSTALLATION ANCHORS AND HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SEE NOTE 2 INSTALLATION INSTRUCTIONS AND SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: No•70592 m o S A STEEL FRAMING:16GA.(.053"MIN.) B. CONCRETE:MINIMUM COMPRESSIVE STRENGTH 3,192 PSI. 0 EXTERIOR INTERIOR O'•,• s_..d OF ��� drawing no. TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM p��� 15-35L JAMB EXTENSION ASSEMBLY DETAIL ��'�Ssi�AlIAL1% J� sheet 7 of 9 N L of I m u o z I v fV' . - T S \ N r i C � W _ i m� LL �� T��� s — Ts of I o00 o eoo o0e o °Oo 3€a � �u s D ' D m = D u o o Z � i I�l cn Z G� r m cn 4 — O O _ o- � fJ (n N ^I I � - s ``��runrrr'r4 I =i y r L t' 10 mtc: s-z9-15 Jrevisions: 'TELSTAR/TIOCA/SPARTAN-05 STEEL DOORS SYSTEu-Lu.l. AL-FARO CORPORATION a o no a 6 escri ion ENGINEERS&PRODUCT DEVELOPMENT aeale: A$SHDWN TELL MANUFACTURING, INC. 5 1235 S.W.87 AVE W 18 RICHARD DRIVE . LITITZ, MIAMI,FLORIDA 33174 C PENNSYLVANIA 17543 TEI_(305)36"100 FAX.(305)262-6978 f TOLL FREE: 1-800-433-4047. 1-717-625-2990 I FAX: 1-888-370-3253 FL APPROVAL/5-35L 1 5 3/4" L 7/32 e I U„ T, z, 14 23/32 � 1 59/64 _32s' f� a 1.662' 1.662' a 1-17/16 �1 43/64� I 21 — 2 1/8. I--4 —. 2 1/8 `—, r �® 1 35/64 16GA 1.375' 1.375' 'a WIDTH VARIES FROM 4 7/8"TO 12 1/4". DOOR CHANNEL DOOR SWEEP 4.R75' a.a2s' 5 3/4" FRAME SHOWN. 20CA JAMB PROFILE TOP CAP .os1' _Ds1' C1 QQ 0.105 6 3/4 I 1yg� 1/2 5 -I 27�64 1/8 O WIDTH VARIES FROM 4 7/8" TO 12 1/4-. WIDTH VARIES FROM 4 7/8"TO 12 1/4". �•---- 5 3/4 ---I 1 45/64 I7 9/16 17 4 7/8' FRAME SHOWN. 4 7/8" FRAME SHOWN. s U a 5/16 —I f• Z r 6063 ALUMINUM �-18GA 18GA JAMB WEATHERSTRIPPING DRYWALL FRAME MASONRY FRAME o E� THRESHOLD (0.105" THICKNESS) S Z BOTTOM DOOR SKIN TOP DOOR SKIN M1 J N M v HINGE REINFORCEMENi(4) MASGNRY NOTE:COMBINATION ANCHORS o j n c�^ USED AS A STEEL ANCHOR STUD ANCHOR p I n MAX./3/4'MIN NOKIE 5-3/4'JAMB WIDTH ONLY j. Q 0;I 10' REMOVE NMWG STRAPS MIN. 0 V151DE BREW-OFF J K Z CREASE-2-1/2'STUD Z OUTSIDE BREAK-OFF tJ.1 m W CREASE=3-5/B'STUD ~ a LL NOTE:YARE ANCHORS JAY O LOR=BETWEEN LODC.EO BEIWEFA THE RABBEL AND THE BCKBEND A 11 WIRE ANCHOR FOAM CORE. AT EVERY BLOCK CELL COMBINED ANCHOR O DENSITY: 0.733 LB/FT3 MASONRY CONSTRUCTION AT 24'O.C.MAX. s p LOCK REINFORCEMENT � PUNCH h DIMPLE ANCHORING 4 h -MIN.2 RESISTANCE V OR PROJECTION ^ WELDS EACH END y -� PIPE AND STRAP ANCHOR A 35 WELDED TO FRAME ADHESIVE APPLIED IN CROSSED PATTERN PRIOR TO SPREADING. o 0 RQ CURE EP882 PART A& B NOTE:3/8'6 MOLE R PROVIDED 11/R000H nUYE STOP WITH EITHER A COUNTERSINK OR y .0 APPLY PER UL SPEC. DIMPLE TO RECENE ANCHOR BOLTS. FL #1•!9OO 2-1/2-MAX./1-1/4-MIN. O I O l PIPE AND STRAP ANCHOR ```AVATTLI IA��AAAAi,, o P4.. DOOR LEAF BOTH SIDES I AT 2a'0.c.MAX. ASSEMBLY I EXISTING MASONRY CONSTRUCTION BUTTFRFI Y ANCHOR No,70692 _ MAX.2-/MIN 3/4'7 AT 24'O.C.MAX. _�T.• - — E SPOT WELD.EACH SIDE.EACH CHANNEL 0 WELD 1-1/2'FROM EDGE,SPACED 3-APART. ��QT'• a•, CIP TIOGAZSPARTAN SERIES SINGLE STEEL DOOR SYSTEM •.ao�1oR: IVALA� .�. sheet 9 of 9 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 17900 Date: 7/16/2015 Detailed Product Description Manufacturer:TELL MANUFACTURING, INC. Manufacturer Address: 18 RICHARD DRIVE. LITITZ, PENNSYLVANIA 17543 Model Name: "TELSTAR/TIOGA/SPARTAN"OUTSWING STEEL DOORS SYSTEM Maximum Frame Width:541 8" Maximum Frame Height:981 8" Maximum Load:+75 PSF,-75 PSF(Large Missile Impact) Installation Drawings#15-35L This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. Comparative analysis used _Yes X No Mandatory Tests(Tested in accordance with TAS-202) TEST , DESCRIPTION TEST`LOCATION ;TEST_ REPORT TEST REPORT#. Test. DATE' Seated by- ASTM E330 Uniform Static Hurricane 07/10/2015 HETI-15-5069 Rafael E.Droz-Seda,P.E. &TAS 202 Air Press. Engineering& 07/10/2015 HETI-15-5070 Rafael E. Droz-Seda, P.E. Testing Inc. 07/10/2015 HETI-15-5071 Rafael E.Droz-Seda, P.E. Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) -.TEST DESCRIPTION TEST LOCATION TEST REPORT TEST. Test DATE REPORT# Sealed by ASTM E 1886-13a Large Missile Hurricane 07/10/2015 HETI-15-5072 Rafael E.Droz-Seda, P.E. ASTM E 1996-14 Impact&Cyclic Engineering& 07/10/2015 HETI-15-5082 Rafael E. Droz-Seda, P.E. (TAS 201&203) Testing Inc. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: ``` JPpAy �i,��, qQ Javad Ahmad PE#70592 No 70592 AI-Farooq Corporation EB#3538 = Q'.. ST OF Jul 16 2015 6:19 PM C75i�n • SC\Y:\users\veronica\StatewidePA Evaluations\Tell Manufacturing\Telstar-Tioga-Spartan OS Steel Doors(LMI)-PAE 2014.doc 1235 SW 87"Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq@afcene.com Florida Building Code Online Page 1 of 3 By em f io/`l- o R i s Afess 8 e i =' f- arc BCIS Home I Log In i User Registration I Hot Topics { Submit Surcharge Stats&Facts { Publications { FBC Staff BCIS Site Map i Links Search i Florida Y p . Product Approval IJQI/l�G�L�� �OfG �,�N,,,,1,f ;. I �,��� ��.USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail •• FL# FL11819-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ COPY Product Manufacturer MBCI,L.P. Address/Phone/Email 14031 West Hardy Houston,TX 77060 (281)445-8555 Ext28612 jallen@ncilp.com Authorized Signature Jason Allen jallen@ncilp.com Technical Representative Jason Allen Address/Phone/Email 14031 West Hardy Houston,TX 77060 (281)445-8555 Ext28612 jallen@ncilp.com Yrl ua.ity Assurance Representative Carl Hoffart Address/.Phone/Email 14031 West Hardy houston,TX 77060 I (281)445-8555 choffart@ncilp.com Category Structural Components Subcategory Roof Deck CILImpliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer \ ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Terrence E.Wolfe the Evaluation Report Florida License PE-44923 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/15/2017 Validated By Joseph A Reed,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11819 R2 COI Letter of Certification.pdf t Referenced Standard and Year(of Standard) Standard Year + ASTM E 1592 2005 / FM 4471 1992 ' UL 790 2004 Equivalence of Product Standards Certified By Approved Testing Lab FL11819 R2 Eauiv Letter of Equivalency ASTM E 1592 odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDqub%2fl\42eroZ... 2/22/2017 Florida Building Code Online Page 2 of 3 Sections from the Code r � Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/23/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11819.1 Battenlok HS 16"Battenlok HS 24 ga over open framing Limits of Use Installation Instructions Approved for use in HVHZ:No FL11819 R2 II FL11819 R1 II Battenlok installation.pdf Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc. Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +n/a'/-71.25 Evaluation Reports Other:71.25 PSF @ 2'-6"O.C. .-43.75 PSF @ 5-0"o.c. FL11819 R2 AE BattenLok HS Panel Eval Rpt.odf The panel is a standing seam structural roof panel installed Created by Independent Third Party: Yes over open framing in accordance with the specified test pressuress. Limitations Non-HVHZ. Roof panels must be installed per manufacturer erection details. an oub Lo 2 Via,over open rammg Limits.of Use Installation Instructions Approved for use in HVHZ:No FL11819 R2 II FL11819 R1 II Double Lok installation.pdf Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc. Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-176.50 Evaluation Reports Other:24"DoubleLok 24 ga.w/windclamp-176.50 PSF @ FL11819 R2 AE DoubleLok Panel Eval Rpt.pdf V-0"O.C. -53.75 PSF @ 5-0"O.C. See attached PER for Created by Independent Third Party: Yes additional test pressures.The panel is a standing seam Y structural roof panel installed over open framing in accordance with the specified test pressuress. Limitations Non-HVHZ. Roof panels must be installed per manufacturer erection details. 11819.3 Lokseam 16"Lokseam 24 Ga. panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R2 II FL11819 RI II Lokseam details.pdf Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc. Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +n/a/-40.00 Evaluation Reports Other:-40.00 PSF @ V-0"O.C. .-30.00 PSF @ 4'-0"o.c. FL11819 R2 AE Lokseam Panel Eval Rpt.odf The panel is a standing seam structural roof panel installed Created by Independent Third Party:Yes over open framing in accordance with the specified test pressuress. Limitations Non-HVHZ. Roof panels must be installed per manufacturer erection details. 11819.4 SuperLok 16"Superlok 24 and 22 ga.over open framing Limits of Use Installation Instructions Approved for use in HVHZ:No FL11819 R2 II FL11819 R1 II SuperLok Installation Approved for use outside HVHZ:Yes manual.odf Impact Resistant:N/A Verified By: Force Engineering&Testing,Inc. Design Pressure:+n/a/-130.00 Created by Independent Third Party: Yes Other: 24 Ga SuperLok-130.00 PSF @ V-0"O.C. .-45.63 Evaluation Reports PSF @ 5'-0"O.C. 22 Ga SuperLok-126.60 PSF @ V-0"O.C. FL11819 R2 AE SuperLok Panel Eval Rpt.pdf . -47.65 PSF @ 5'-0"o.c.The panel is a standing seam Created by Independent Third Party: Yes structural roof panel installed over open framing in accordance with the specified test pressuress.Limitations Non-HVHZ. Roof panels must be installed per manufacturer erection details. 11819.5 UltraDek 24"UltraDek 24 ga.over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R2 II FL11819 R1 II UltraDek Intallations.pdf Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc. Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +n/a/-50.00 Evaluation Reports Other: -50.00 PSF @ V-0"O.C. . -21.25 PSF @ 5'-0"o.c. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 2/22/2017 Florida Building Code Online Page 3 of 3 The panel is a standing seam structural roof panel installed FL11819 R2 AE UltraDek Panel Eval RDt.Ddf over open framing in accordance with the specified test Created by Independent Third Party:Yes pressuress. Limitations Non-HVHZ. Roof panels must be installed per manufacturer erection details. 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