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Home My WebLink AboutPRODUCT APPROVAL - SWINGING EXTERIOR DOORFl rida wilding Code Online Page 1 of 2 I • Sri - - ::.. . BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User E[adtStAgProva N f > earch > AnWitauQgELt > Application Detail FL # FL17900-R1 Application Type Affirmation WANNF-O Code Version 2017 [By Application Status Validated St Lucie County Comments Archived 0l. Product Manufacturer Tell Manufacturing, Inc. Address/Phone/Email 207 Bucky Drive Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lititz, PA 71543 (949) 672-4372 pablo.munoz@spectrumbrands.com Pablo Munoz pablo.munoz@spectrumbrands.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t Evaluation Report - Hardcopy Received ]avad Ahmad PE-70592 Architectural Testing, Inc., an Intertek Company 12/31/2020 Ammad Riaz, P.E. 11 C. i Validation Checklist - Hardcopy Received LL].7QQ0 1 COI S �Tg ta:�ioga-S ;,n 03 SQ I Dom =CT Q2141off Standard .Year ASTM E 1886 2005 ASTM E 1996 2012 TAS 201 1994 TAS 202 1994 TAS 203 1994 — 1 7, --`4 �;';' I Is://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2.. 12/17/2018 Florida Building Code Online Page 2 of 2 RJ I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity — y ',—)Yes � �. No N/A FI-17900 R1 COC Affirmatipn F1-17900 417-1.011 ss.Ddf Product Approval Method Method 1 Option D I Date Submitted 02/27/2018 Date' Validated 02/27/2018 GreMrreaw at9 P'nfi've+c FL # Model, Number or Name Description 17900.1 Telstar-Tioga-Spartan Outswing Large missile impact resistant outswing steel door. Steel Doors System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17900 R1 N SS - Telstar-Tioga-Spartan OS Steel Doors LhII dwg, 15-351-.pdf Approved for use outside HVHZ: Yes 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 R1 AE SS - T s ar- 'o2a-Spartan OS Steel Doorx (LMI)-PAE 201_4.ndf Created by Independent Third Party: Yes 17900.2 Telstar-Tioga-Spartan Outswing Non impact resistant outswing steel door with glass view lite. Steel Doors System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI-1700 R1 II SSTPI ar-Toaa Sa�rLan OS Steal Doors (NI) dwa. 15-35�f Approved for use outside HVHZ: Yes 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 RI AE SS - Telstar-Tioga-Spartan OS Steel Doors (NI)-PAE 2014.pr.;f Created by Independent Third Party: Yes Back lydext 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 b-elg. Product Approval Accepts: _....Credit Card - SA e j https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTluhTgK2... 12/17/2018 DOORS ARE RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. "TELSTAR/TIOGA/SPARTAN" OUTSWING STEEL DOORS APPROVAL APPLIES TO SINGLE (X) LEAF DOORS WITHOUT SIDELITES. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 1 � � FRAMWIDTH Z 2a 364. 2a 0 m DOOR OPNG. WIDTH Q S a a 3• 1 1" 3' 0 w ^ 2 O.C. _fMAX. iL 0G 3;....... 0 n .'SASH WIDTH 0 p 0 IL O �.......... 0^��a� _ ......... '.\~ w ............. .. S ....�. w ..... J O i'.. 'rp z . i.'.. . ,� ......::.:..�... Iva � .a/.......a F M o ... �.......'..'..'.. o ¢ I 3" �.... ....... L� Z n "•S L Z I I I Q�Q F— 78" � h� 3. � <2, ,J MAX. MAX. v N 'Jixz LLI H m (L "TELSTAP. OUTSWING SINGLE STEEL DOORS ( X ) Pd = +50.0 PSF (EXTERIOR) -50.0 PSF (INTERIOR) NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS' DETAILED ON THIS DOCUMENT. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED B/ A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME T11E ENGRIEER OF RECORD (FOR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER. USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE, SPECIFIC DRAWINGS FOR RENEW. E-TICS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #17900 Uo `e ............ 'O drawing O �i�`\j± �Zotg�• ,.�6\�fe(e/N�l 15 — 35 L 98j' FRAME HEIGHT 0 96" G) DOOR OPNG. HEIGHT In u > �'l 0 Ln .. . . . . 0 pN c) z T ...... N . . . 0 M z CaN cr CA (n In \ .... . . . . . .... . 2IR m. m C)SC. . . . . . . . . . 0 '3U) m m MAX. 0 40" 1 x 7'" r-26"i 26" 26"-1 9'" r 951' SASH HEIGHT- 0 C) FRAME HEIGHT 2' > 96" "I IN DOOR OPNG. HEIGHT > c: I 12" ---1 MAX. 1 24- I + In z. . . . . . .... ... .. . . . . . . Lh z m. ; m u . . . . . . . . . . . . .•. 5 ;u . . . . . 71 0 \q5j . ... . . . 0 ;u 0 (A C% 24" 12" JMAX. MAX. 60. rF) x I 4"r— 95j' SASH HEIGHT co 0 0 0 m ou 4 ' cp c zoT_ ZE A" ) - - a M9AR/fl0GA/SPARTM' OS SM DOORS SYSU—Lloll AL-FAROOQ CORPORATION o a e v escriDion ENGINEERS & PRODUCT DEVELOPMENT TELL MANUFACTURING, INC. 1235 S.W. 87 AVE 18 RICHARD DRIVE . LITITZ, MIAMI, FLORIDA 33174 f PENNSYLVANIA 17543 T_ (MnS)2 100 FAX. (305) 262-6978 c TOLL FRI-BW-EE: 1-370-2253800-433-4047 . 1-717-625-2990 FAX: FL APPROVAL/15-35L SECTION A -A SECTION B-B #10x1}" SDS e e CONCRETE ROUGH OPENING FRAME OVERALL N7DTH SECTION C-C SECTION D-D TYPICAL ANCHORS AT HEAD/JAMB/SILT.: 98 DIA. SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 3/16" DIA. ITW TAPCON (FM=125 KSI, Fy=too 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) 3/16" DIA. ELCO ULTRACON (FM=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD DIRECTLY INTO fc'=3000 PSI CONCRETE, 1" MIN. EDGE DIST. DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK. 11" MIN. EDGE DIST. 1-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) TELSTAR SERIES SINGLE STEEL DOOR SYSTEM SUBSTRATE FL #17900 t, '., 1 J li ApD drawing no. �01, s.;`Z......va�`11 5-35L TI r- cn r 0 c- co W Imo- O s 4r � S S 2 Z vo m 5 a Vim r 1 Oq ' •Oo 00 00• Z7 • o m m m m $ m Jo. [date: 8-29-15 � o I f xm•: rs s11owN W -n � ar. br• Lc. r � chk by. e a 2 � S a a w � 0 � a m r— N D X a _ I Z - m D W 1 ['11MAR/TI0OA/SPARTAN' OS STEEL DOORS SYSTEM-1-m-1.AL-FAROOQ CORPORATION n ion TELL MANUFACTURING, INC. ENGINEERSPRODUCT DEVELOPMENT 1235 S.W. 87 AVE 18 RICHARD DRIVE . LITITZ, MIAMI, FLORIDA 332.74 PENNSYLVANIA 17543 .11284-Bioo FAX. 2...78 TOLL FREE: 1-800-433-4047 . 1-717-125-2990 . Fix: 1-BBB-370-325J FL APPROVAL 15-35L .-tip: : �0:�`f �.7 �\ s a aota: s-z9-ts re, To no eealo: AS SHOWN dr. by: LG. chL by: VZ�7N OD N n z m m W O 1 W Ln 00 -4 IMMAR/TIOWSPARTAA- OS STEEL DOORS S4 M-LM.I.I AL-FAROOQ CORPORATION [a .n wn ENGINEERS & PRODUCT DEVELOPMENT M1,uv TELL MANUFACTURING, INC. 358.W.87 AVE 14Bd'" 18 RICHARD DRIVE LITITZ, MIAMI, FLORIDA 331.74 PENNSYLVANIA 17543 _ s>264.9100 FAX. (305) 262-6978 1 c0 li TOLL FREE: 1-800-4JJ-4047 , 1-717-625-2990 . F. t-B88-J70-J25J FL APPROVAL/15-35L \ 1 E BOLT MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND NUT. OR #12 OR LARGER DRILLING SCREW. CREWS MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND CHANNEL/GIRT. 24 SEE NOTE 2 EACH SIDE. 24 SEE NOTE 2 EACH SIDE. a ITEM No. PART NUMBER DESCRIPTION MATERIAL OTY- 1 MSD72232 HEADER FRAME 2.67' x 0.059" THK. 16GA GALVANNEAL STEEL 1 2 MSD72232 JAMB FRAME 2.67" x 0.059" THK. 16GA GALVANNEAL STEEL 1 3 DT101126 THRESHOLD 0.50" x 5.75" x 0.105" THK. 48" TP 6063-T5 ALUMINUM 1 4 MSDIO027 HINGE REINFORCEMENT 1.25" x 10.00" x 0.180" THK. COLD ROLLED STEEL 8 5 MSDl029O BOTTOM DOOR SKIN 0.40" x 1.72" x .034' THK. GALVANNEAL STEEL 1 6 MSD10290 TOP DOOR SKIN 0.18" x 0.24" x .035" THK. GALVANNEAL STEEL 1 7 MMD10205 TOP CAP 0.70" x 1.54" x .038" THK. GALVANNEAL STEEL 1 8 MSD10223 DOOR CHANNEL 0.80' x 1.67" x .053" THK. GALVANNEAL STEEL 2 9 MSD10091 CYLINDRICAL LOCK REINFORCEMENT 1.65" x 6.69" x 3.80" x 0.54" THK. 16GA COLD ROLLED STEEL 1 10 MSD70048 FRAME CLIP 5.54" x 1.45" x 1.43" z 0.097" THK. 12GA SPOT WELDED TO JAMBS GALVANNEAL STEEL 2 11 MSD10005 FOAM CORE 44.00" x 91.00" x 1.688" THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1 12 MMDl0043 DOOR CLOSER REINFORCEMENT 7.00" x 19.50' x 0.070" THK. 15GA STEEL SHEET GALVANNEAL STEEL 2 13 MSDIO068 MORTISE LOCK REINFORCEMENT 5.00' x 1.50" x 11.93' x 0.067" THK. 15GA COLD ROLLED STEEL 1 14 MSD72232 KD STRIKE JAMB 4080 MB534 FRAME 2.67" x 0.059" THK. 16GA GALVANNEAL STEEL 1 15 #8 x 1" SELF DRILLING SCREWS NOT SUPPLIED STEEL 6 16 - HINGE STRIKE JAMB FLOOR BASE ANGLE CUP 12GA GALVANNEAL STEEL 2 17 DT100631 WEATHER STRIP LP1153 1B' - 1 18 HG100034 HINGE 4-1/2- x 4-1/2 GALVANNEAL STEEL 4 19 - MORTISE LOCK HARDWARE OPTION, CL102258 ZHONGSHAN - 1 20 - LC1281 SERIES HEAVY DUTY COMMERCIAL GRADE 1 LEVERSET W CLIG0249 BY TRASE ENTERPRISES CO. LTD - 1 21 MMD10203 DOOR SWEEP 0.61" x 1.35" x 0.083' THK. TP 35.75' 6063-T6 ALUMINUM 1 22 JAMB EXTENSION ASSEMBLY 16GA CHANNEL, 12GA CLIP GALVANNEAL STEEL 4 23 3 8"0 TO 1 2"0 x 2-1 4" DYNABOLT STUD ANCHOR FOR CONCRETE 4 24 12 x 1" SELF DRILLING SCREW NOT SUPPLIED STEEL 24 25 1 4"0 TO 1 2"0 x 3 4" HEX BOLT STEEL 12 26 - 1 4"0 TO 1 2"0 HEX NUT SELF LOCKING STEEL TO MATCH ITEM 25 STEEL 12 27 #10 x 1" SELF DRILLING SCREW NOT SUPPLIED STEEL 6 28 STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED 1 29 1 - 12 - 24 x 3 8' PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL, FOR HINGES STEEL 32 30 - 3 16"0 x 1-3/4- PHILLIPS FLAT HEAD COUNTERSUNK TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 5 31 - 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W1 KEYED ESCUTCHEON TRIM - 1 32 5 16'0 TO 1 2"0 x 1-3/4' HEX WASHER HEAD TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 4 33 MSD10061 HINGE REINFORCEMENT COVER 1.66" x 0.84" x 10.13" x 0.024" THK. COLD ROLLED STEEL 4 34 MSDIO090 STRIKE PLATE REINFORCEMENT 1.38" x 6.50" x 1.13" x 0.059' THK. 16GA COLD ROLLED STEEL 1 35 MSDI0006 MSD10033 2 PART ADHESIVE, REZ-CURE EP882 BY INNOVATIVE RESIN SYSTEM, INC. EPDXY RESIN 2 36 DT100852 BUTTERFLY ANCHOR 1.58" x 2.50" x 7.00' x 0.048" THK. COLD ROLLED STEEL 4 37 SDI00081 ANCHOR 0.95" x 2.05" x 7.00" x 0.052" THK. COLD ROLLED STEEL 4 38 1 4" x 3 4" HEX HEAD MACHINE BOLTS HH ME)AND LOCK NUTS THRU FRAME CLIPS STEEL 2 39 #8 x 3 1/2" NAILS ISTEEL 8 40 - 3 8" x 6' WOOD LAG BOLT ISTEEL 4 "l/ -16 FRAME TO METAL BUILDING INSTALLATION DETAILS SPOT WELDED NOTES: TO FRAME 1) FOR ANCHORING KNOCK DOWN FRAME HEAD JAMB TO FRAME HINGE JAMB AND FRAME STRIKE JAMB 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 DRILLING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3-THREADS MINIMUM BEYOND ANCHOR CHANNELS. LOCATE AND ANCHOR AS SHOWN IN JAMB EXTENSION EXTERIOR ASSEMBLY DETAIL 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" SPOT DIAMETER HEX WASHER HEAD TAPOON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4' MINIMUM j ¢ WELDED EMBEDMENT INTO CONCRETE WITH 3-3/16• MINIMUM EDGE DISTANCE (ADD WASHER IF NEEDED). LOCATE 19, 20, 31 TO FRAME AND ANCHOR AS SHOWN W FLOOR BASE ANGLE DETAIL CYLINDRICAL LOCK 4) FOR ANCHORING THRESHOLD ONTO CONCRETE USE 3/16• DIAMETER FLAT HEAD TAPCON SCREWS WITH SHOWN CORNER CONSTRUCTION DETAIL SUFFICIENT LENGTH TO ACHIEVE A 1-3/4' MINIMUM EMBEDMENT INTO CONCRETE WITH 2-5/8' MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 24 22 5) 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. A STEEL FRAMING: 16GA (.053' MIN.) f.TIOGA/SPARTAN B. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3,192 PSI. EXTERIOR I V INTERIOR SERIES SINGLE STEEL DOOR SYSTEM JAMB EXTENSION ASSEMBLY DETAIL FL #17900 U-- I I I I I 3 ``\\\111111111/AA'' NM70=111' y 8 s $ 0 8ryd LGP4 �Ya� \�''• 6Ri0, \ drawing` no. 15-35L >� u L � m A e:E-T T— a w a e -T 1 IT a o° sao ° °o° A Q L II � a `data 5-29-15 'o SHOWN � � dr. DY• LC. r C chL by: c 7ELSTAR/TIOGA/SPARTm" OS SEED. DOORS SYSLEIA-L11.1AL-FAROOQ CORPORATION TELL MANUFACTURING, INC. ENGINEERS& PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 18 RS LVA DRIVE LITITZ, MIAMI, FLORIDA 33174 PELFREE:1-80NIA 17543 71'2"00 FA%205)2828978 TOLL FREE: 1-800-433-4047 . 1-717-625-2990 . ,. _ a `data 5-29-15 'o SHOWN � � dr. DY• LC. r C chL by: c 7ELSTAR/TIOGA/SPARTm" OS SEED. DOORS SYSLEIA-L11.1AL-FAROOQ CORPORATION TELL MANUFACTURING, INC. ENGINEERS& PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 18 RS LVA DRIVE LITITZ, MIAMI, FLORIDA 33174 PELFREE:1-80NIA 17543 71'2"00 FA%205)2828978 TOLL FREE: 1-800-433-4047 . 1-717-625-2990 . ,. _ 5 3/.4" / rV 7 32 2' .675' 2' .625' � 8 7 7/8 s s 1, 2, 14 23/32 1 59/64 .37s r ' / 'I� I.S6Y' 1.562' Q 11 16 43 6 21 2 1/8 —�2 1/8 �--4� � �� 1 35 64 16GA t.375' L375' 19 F 19 WIDTH VARIES FROM 4 7/8" TO 12 1/4'. / DOOR CHANNEL DOOR SWEEP 4s75' 4.e75' 5 3/4" FRAME SHOWN. 20GA JAMB PROFILE 0.105 Il tT T 5 3/4 6063 ALUMINUM THRESHOLD (0.105" THICKNESS) —4 HINGE REINFORCEMENT(4) TOP CAP 27/64 5 —F 1 45/64 18GA BOTTOM DOOR SKIN F 2" MAX. / 3/4" MIN 9 LOCK REINFORCEMENT - MIN. 2 RESISTANCE OR PROJECTION WELDS EACH END DOOR LEAF ASSEMBLY SPOT WELD, EACH SIDE, EACH CHANNEL WELD 1-1/2' FROM EDGE, SPACED 3" APART. 6 1 /8 5/16 18GA TOP DOOR SKIN 3/4 9/16 n JAMB WEATHERSTRIPPING 11 FOAM CORE. DENSITY: 0.733 LB/FT' 35 ADHESIVE APPLIED IN CROSSED PATTERN PRIOR TO SPREADING. - REZ CURE EP882 PART A & B APPLY PER UL SPEC. !-1/2' MAX / 1-1/4' MIN. BOTH SIDES WIDTH VARIES FROM 4 7/8" TO 12 1/4 4 7/8" FRAME SHOWN. DRYWALL FRAME 11" WIRE MASONRY ANCHOR AOQt FIDAI6E 10. _rommx MIN. NOTE MWE ANCHORS LAY HORRONOLLY. LODGED CEFIRM THE RABREL AND THE BHCKSENO WIRE ANCHOR WIDTH VARIES FROM 4 7/8" TO 12 1/4" 4 7/8" FRAME SHOWN. MASONRY FRAME NOTE: COYBNAMM ANCHORS USED AS A STEEL SKID ANCHOR 5-3/47 J" VIUM C3Y RFMO.E NAILM STRAPS 0 —E BI--OFF CREASE - 2-1/2' SAID OUISIDE BREAK -OFF CREASE - 3-5/e STUD AT EVERY BLOCK CELL COMBINED ANCHOR MASONRY CONSTRUCTION 0 AT 24" O.C. MAX. PUNCH & DIMPLE ANCHORING Rids � r 0 PPE AND SIPAP ANCHgR 'KEIDED 10 FTRVE NOTE 3/B'f HOLE 6 PROM DEO DIRWGH FRAME S70P M7TH EITHER A COUNIERSDGL OR (Y 0MM 70 RECEM ANCHOR BOLTS. FL #17900 O O PIPE AND STRAP ANCHOR � AT O.C. MAX. .p" EXISi1NG MASONRY CONSTRUCTION �� ' •l��•��' BUTTERFL 24'Y ANCHOR AT TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM m � I La J 0 8 $ drawing no. 15-35L