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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesFlorida Building Code Online Page 1 of 1 BCIS Home I Log In i User Registration 1 Hot Topics I Submit Surcharge I Stats & Facts i Publications I Contact Us i BCIS Site Map i Unks I Search i A Lida re Product Approval ��USER: Public User 34 q�pr Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL c.—H _ A—Ii—ti. Refine Search FL# 17900 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL17900-R2 Revision Tell Manufacturing, Inc. Steven M. Urich, PE Approved History Category: Exterior Doors (717) 317-8454 Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR snail be reviewed and ratlnea by the PUt: and/or the tAmmission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovridht 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: TIRE am, ® iC(_, M Credit Card Safe FILE COpV https://www.floridabuilding.org/pr/pr_app_lst.aspx 9/10/2019 Florida Building Code Online Page 1 of 3 Flolida ;, r 1 S Product Approval pgy�s I �. USER: Public User �xxcmypt�y�s Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17900-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ *'M0Zj=UT1DAPK aei oiitiat6t{5.- EgroTaerosPq. Product Manufacturer Tell Manufacturing, Inc. Address/Phone/Email 207 Bucky Drive Lititz, PA 71543 (832) 709-0832 Ext 10832 Boyd.CornelI@spectrumbrands.com Authorized Signature Boyd Cornell Boyd.CornelI@spectrumbrands.com Technical Representative Boyd Cornell Address/Phone/Email 2505 W. 11th St. Houston, TX 77008 (832) 709-0832 Ext 10832 Boyd. Cornell@spectrumbrands.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 ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. Amoruso, P.E. the Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M. Urich, PE © Validation Checklist - Hardcopy Received Certificate of Independence FL17900 R2 COI PERNo2594 RevO 419-0208 15-35 15-35L ss.rdf Referenced Standard and Year (of Standard) Standard ASTM E1886-2013a ASTM E1996-2014a TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 13a 14a 1994 Florida Licensed Professional Engineer or Architect FL17900 R2 Equiv EERNo2594 Rev0 419-0208 15-35 15-35L ss.pdf https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%... 9/ 10/2019 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04/22/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of Products FL # Model, Number or Name Description 17900.1 1 Telstar Outswing Steel Door (X) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Telstar Outswing Steel Door (X) with Rim Panic Device, +/-50 psf DP, 40.5" x 86.125" Frame Size, Impact Installation Instructions FL17900 R2 II 15-35L RevA TELSTAR-TIOGA-SPARTAN OS STEEL DOOR ss.pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-35 15- 35L ss.odf Created by Independent Third Party: Yes 17900.2 Telstar Outswing Steel Door (X) Telstar Outswing Steel Door (X) with Rim Panic Device, +/-50 psf DP, 40.5" x 86.125" Frame Size, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17900 R2 II 15-35 RevA TELSTAR-TIOGA-SPARTAN OS STEEL DOOR ss.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Design Pressure: +50/-50 Other: Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-35 15- 35L ss.pdf Created by Independent Third Party: Yes 17900.3 Tioga/Spartan Outswing Steel Door Tioga/Spartan Outswing Steel Door (X) w/Rim Panic Device, (X) +/-75 psf DP, 54.125" x 98.125" Frame Size, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17900 R2 II 15-35 RevA TELSTAR-TIOGA-SPARTAN OS Approved for use outside HVHZ: Yes STEEL DOOR ss.odf Impact Resistant: No Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Design Pressure: +75/-75 Other: Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-3 15- 35L ss.odf Created by Independent Third Party: Yes 17900.4 Tioga/Spartan Outswing Steel Door (X) Tioga/Spartan Outswing Steel Door (X) w/Keyed Lock, +/-50 psf DP, 52.25" x 98" Frame Size, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17900 R2 II 15-35 RevA TELSTAR-TIOGA-SPARTAN OS STEEL DOOR ss.[df Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Design Pressure: +50/-50 Other: Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-35 15- 35L ss.pdf Created by Independent Third Party: Yes 17900.5 Tioga/Spartan Outswing Steel Door Tioga/Spartan Outswing Steel Door (X) w/Rim Panic Device, (X) +/-75 psf DP, 54.125" x 98.125" Frame Size, Impact Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17900 R2 II 15 35L RevA TELSTAR TIOGA PARTAN O STEEL DOOR ss.pdf Impact Resistant: Yes Design Pressure: +75/-75 Other: Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-35 15- 35L ss,odf Created by Independent Third Party: Yes 17900.6 Tioga/Spartan Outswing Steel Door Tioga/Spartan Outswing Steel Door (X) w/Keyed Lock, +/-50 (X) psf DP, 52.25" x 98" Frame Size, Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17900 R2 II 15-35L RevA TELSTAR-TIOGA-SPARTAN O https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquTIuhTgK2%... 9/10/2019 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: STEEL DOOR ss.pdf Verified By: Robert]. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17900 R2 AE PERNo2594 RevO 419-0208 15-35 15- 35L ss.Ddf 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 Stateme 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 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 emalls 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: ® R M Credit• Safe security A -MICS' https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquTIuhTgK2%... 9/10/2019 FRAME WIDTH 3 " 2j" DOOR OPNG. WIDTH 11" 2 3" O.C. MAX. 5j _T \ SASH WIDTH �cO \ C \ \ nm F- \ S2 \ _ \ In rzm x w x m m _F 18 3" MAX. MAX. 'TELSTAR" OUTSWING SINGLE STEEL DOORS (X) PERFORMANCE RATING DESING PRESSURE RATING IMPACT RATING +/- 50 PSF THIS SYSTEM WAS NOT TESTED FOR WATER LARGE MISSILE Robert J. Amoruso, P.E. INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER IMPACT WIND ZONE 4 Florida P.E. No. 49752 REQUIREMENT IS NOT NEEDED INCLUDING BUT NOT LIMITED TO AREAS WITH OVERHANGS MEETING THE 6th EDITION (2017) FLORIDA BUILDING MISSILE LEVEL D ppFFup INMES CODE REQUIREMENT OF OVERHANG LENGTH/OVERHANG HEIGHT Z 1.E:N� ept� F 9a3 0K. j} M0 40752 =bI IrVy(1"� ST TE OF : W� TELL MF G -� �i��Fs.(Q R 10.: p? �ii,SIONAi,������ cx ff"nc wm°ro its rmmuT i � Spectrum HGPC�YWIB 8t t" atnxrA mums RDlli] nm mnar Z. M_ 1� "% LIMIFRIS "P11 = M 10 Nif DMI1111mi® FOfml, m'mA m 11R]RE➢ Br�� I'I ImP ' aaTmn iMm3' PImII VNTip 11� I PTC PRODUCT DESIGN GROUP. LLC FLORIDA 72752 PO BO%520775) LOA NO. FBPE CA N0. 25935 Pho"": 321.690.17881 Email: Nfo@pto p.co DOORS ARE RATED FOR IMPACT, WIND ZONE 4, MISSILE LEVEL D IN THE WIND BORNE DEBRIS REGION EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). INSTALLATION OF THIS PRODUCT IN A WINDOW BORNE DEBRIS REGION AREA DOES NOT REQUIRE THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH THE FBC REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. "TELSTAR710GAISPARTAN" OUTSWING STEEL DOOR SYSTEM 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 6th EDITION (2017) FLORIDA BUILDING CODE EXCLUDING 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-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE. MANUFACTURERS LABEL SHALL COMPLY WITH AND BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE. NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. B- 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 INVAUD IF ALTERED BY ANY MEANS. D. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R J 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 SUBMITTO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TELL DOORS & WINDOWS, LLC. 2505 WEST 11TH STREET, HOUSTON, TEXAS 77009 AN` OS STEEL DOORS MIEN - " NO R.J.A 4/1/19 B 15-35L THIRD ANGLE PROJECTION ELEASE STATE FINAL EA )/aT=)r_ni tiro e I SHEET1 FTI MAX.L FRAME WIDTH FRAME �1IDTH �2. DOOR OPNG. WIDTH 2- 3• DOOR OP G. WIDTH 2- _[MAX. _ 1 N 7 SASHWIDTH rn 4 T- \ SASH WIDTH L \ H \ \ N \ X \ FOR AS "OPfaIONS \ N \ AT ECHJ 13 \ \ 1 " w Oo m = rn w iD Z •�D O pp O r / / U I / / I / .yµ a / / 0 a / X L 118" 8• -� MAX. MAX. 'TIOGA/SPARTAN" OUTSWING SINGLE STEEL SINGLE STEEL DOORSM PERFORMANCE RATING DESING PRESSURE RATING IMPACT RATING +/- 75 PSF THIS SYSTEM WAS NOT TESTED FOR WATER LARGE MISSILE INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER IMPACT REQUIREMENT IS NOT NEEDED INCLUDING BUT NOT LIMITED TO AREAS WIND ZONE 4 WITH OVERHANGS MEETING THE 6th EDITION (2017) FLORIDA BUILDING MISSILE LEVEL D CODE REQUIREMENT OF OVERHANG LENGTH/OVERHANG HEIGHT L 1. Robert J. Amoruso, P.E. Florida P.E. No. 49752 p`',"RES q ..•004; • �.�G N8P 9GTri No 40762 :O i 41//,'IIvN 6T TE OF :wW y,o•..cZ OP,. TELL MF-G PTO PRODUCT DESIGN GROUP, LLC Spectrum Hamm & PO BOX 520775I LONGWOOD, FLORIDA 32752 FSPE CA NO.25935 Brands Home Improvement Ph"no: 321.690.17881 EmaO: Inf.&Wc tp.mm m F N N N I ® I T— 18" --" B" MAX. MAX. "TIOGA/SPARTAN" OUTSWING SINGLE STEEL SINGLE STEEL DOORS) DESING PRESSURE RATING IMPACT RATING +/- 50 PSF THIS SYSTEM WAS NOT TESTED FOR WATER LARGE MISSILE INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER IMPACT REQUIREMENT IS NOT NEEDED INCLUDING BUT NOT LIMITED TO AREAS WIND ZONE 4 WITH OVERHANGS MEETING THE 6th EDITION (2017) FL13RIDA BUILDING MISSILE LEVEL D CODE REQUIREMENT OF OVERHANG LENGTH/OVERHANG HEIGHT L 1. x yw Q 7 W TELL DOORS & WINDOWS, LLC. IECKED DAT 2505 WEST 11TH STREET, HOUSTON, TEXAS 77008 TITLE IGINEER DATE 'TELSW/TIOGA/SNRTAN' OS STEEL DOORS SYSTEM - PROVED DATEILL "WGNO R,J,A 4/1/19 B 15-35L THIRD ANGLE PROJECTION RELEASE STATE Ev FINAL A 1/2T=11-or ----- x P n SECTION A —A SECTION B—B Robert J. Amoruso, P.E. Florida P.E. No. 49752 ,pr IES I, eAP SNM1tES .4vp. :��� ,GENB :OqG Q�0 ••,'I�/Np1lo 48762O ySO; gT TE OI���� PTO PRODUCT DESIGN GROUP, LLC PO BOX 520T751 LONGWOOD. FLORIDA32752 RIPE CA NO.25935 Phone: 321,690.17881 EMU: Inlo@pt—p— P.m — (3) #1001" HWH SDS J 'TRATE S ° : • v e °a e• 'a ° e CONCRETE MASONRY ROUGH OPENING i• , . e a e 02 a • 1• E.D. °e° •'e. •� •. e d TELL MEG Spectrum I Hlarx6am Brands Home Improvement FRAME OVERALL WIDTH SECTION C—C SECTION D—D TYPICAL ANCHORS AT HEAD/JAMB/SILL: #8 DIA. SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD 3/16" DIA. ITW TAPCON (FU=125 KSI, Fy=100 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO fa'=3000 PSI CONCRETE, 1• MIN. EDGE DIST 1" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 3/16" DIA. ELCO ULTRACON (FU=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, 1" MIN. EDGE DIST. 1-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 1-1/4• MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) WOOD SUBSTRATE TELL DOORS & WINDOWS, LLC, IECKED 2505 WEST 11TH STREET, HOUSTON, TEXAS 77008 TITLE IGINEER ➢ATE 'TELSIRR/TIDGA/SNRlW OS STEEL HRS STSI R PROVED q ND R,J,A 4/1/19 BDwG 15-35L THIRD ANGLE PROJECTION ELEASE STATE REV bLALL FINAL P 1121 1,_o. P"o e 3 C DR 3068 PRO DB RHR W/ 10" X 10" OW Robert J. Amoruso, P.E. Florida P.E. No.49752 .g� IMIES4p��i F•G. C�'� No 48752 •: �D"r PTC PRODUCT DESIGN GROUP, LLC PO BOX 5207751 LONGWOOD, FLORIDA 32762 FBPE CA N0.25935 Phone: 321.690.17981 E-110.@pt—p— TELL_ Spectrul uum ITEMNo. PART NUMBER DESCRIPTION MATERIAL CITY. 01 MMD20102 DHM 3068 20GA 161 DB _ 1 02 MMD30302 TELSTAR DOOR FRAME HEADER/JAMBS 2.76' x 4.75' x 0.054' THK. 16GA GALVANNEAL STEEL 1 03 MMD10202 THRESHOLD 0.53" x 4.80" x 0.152' THK. 36' TP 6063—T5 ALUMINUM 1 04 MMD40103 FLASHING STRIP 36" TP _ 1 05 H0100034 HINGE 4-1/2" x 4-1/2" GALVANNEAL STEEL 3 06 MMD10203 DOOR SWEEP 0.61" x 1.35' x 0.083" THK. TP 35.75' 6063—T6 ALUMINUM 1 07 MD100120 WEATHER STRIP LP1153 (16-) GALVANNEAL STEEL 2 08 — 8300 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W/ KEYED ESCUTCHEON TRIM STAINLESS STEEL 1 09 — KEYED LOCK _ 1 011 MSDI0006 MSD10033 2 PART ADHESIVE, REZ—CURE EP882 BY INNOVATIVE RASIN SYSTEM, INC. EPDXY RASIN 2 012 — STRIKE PLATE _ 1 013 MSD41065 BOTTOM DOOR SKIN 0.40" x 1.72" x .034" THK. GALVANNEAL STEEL — 014 MSO41065 TOP DOOR SKIN 0.18' x 0.24" x .035" THK. GALVANNEAL STEEL — 015 MMD10205 TOP CAP 0.70" x 1.54" x .038" THK. GALVANNEAL STEEL — 016 MSD10223 DOOR CHANNEL 0.80" x 1.67" x .053" THK. GALVANNEAL STEEL — 017 MMD10043 DOOR CLOSER REINFORCEMENT 7.00" x 19.50' x 0.070" THK. (15GA) STEEL SHEET GALVANNEAL STEEL 2 018 MSD10005 FOAM CORE 44.00" x 91.00" x 1.688' THK. — 0.733 LB/FT OENSTTY POLYSTYRENE FOAM 1 019 MSD10027 HINGE REINFORCEMENT 1.25" x 10.00" x 0.180' THK. COLD ROLLED STEEL — 020 MSD10091 CYLINDRICAL LOCK REINFORCEMENT 1.65" x 6.69' x 3.80" x 0.054" THK. COLD ROLLED STEEL 2 021 — DUST COVER 0.61" x 1.35'x 0.083" THK. 6063—T6 ALUMINUM — 022 — #8 x 3/4" PHILLIPS WAFER PAN HEAD SELF DRILLING SCREWS STEEL 8 023 — 3/16"0 ITW BUILDEX TAPCON OR ELCO ULTRACON ANCHORS STEEL 23 MEG Hardware & Home Improvement TELL DOORS & WINDOWS, LLC, 2505 WEST IITH STREET, HOUSTON, TEXAS 77008 '1E1SIP/1IDGRANTAN' OS STEEL DOORS R,J,A 4/1/19 B THIRD ANGLE PROJECTION ELEASE STATE SC 1 NO 15-35L FINAL A 4 OF 9 i U0601DI PI:RCED B" m n gT MM0/0101 FORMED cmAxm TELSTAR HEADER _ J FORMED C1WM 6ECf10N MIIo50fo1 FOf 0 owm QU4NEL ACTION -lipwww1owam TELSTAR HINGE JAMB °Q° Robert J. Amoruso, P.E. Foim R0.VIEL '� Florida P.E. No. 49752 YL1eR 0 : 0�0 •No 4D782 tiG� ' TELSTAR THRESHOLD I iIwi r♦ j F�'•'' °Q° wmvm7 fiovas Auu. ium O-VVV """S++T TE OF PTC PRODUCT DESIGN GROUP, LLC Q PO BOX 520775 1 LONGWOOD, FLORIDA 32752 LL FBPE CA NO.25935 Phone: 321.690.17881 E=H: Info@p10 p. DRAFTER DATE TELL DOORS & WINDOWS, LLC. c c nnr 2505 WEST 11TH STREET, HOUSTON, TEXAS 7700E HINGE REINFORCEMENT TITLE DOOR AND FRAME 'TELSTAR/TIODARRHY OS STEEL DOORS SYSTEM-IMPET TELSTAR LOCK JAMB 7 GA ENGINEER nA TELL M E G APPROVED iIOS a<ROIF R lf[ I{9RD 6 961RM ND A 4/1/19 -35 R.J. B Spectrum I Hafdwara & o ,r°6 °�pD: �� 1 �.wr THIRD ANGLE PROJECTION ELEASE STATE Brands„ u�P °��� FINAL A SHEET 5 ❑ F 9 7 8 5 SECTION E—E 8 15 OR 27 21 SECTION F—F VERTICAL CROSS SECTION 4 12 80 5 E Q F 95A" 1j„ r —_ f 47j„ DOOR LEAF DEEM' TELL MEG Spectrum Im6are Ha & Brands Honts Improvemeed SECTION G—G SECTION H—H HORIZONTAL CROSS SECTION Robert J. Amoruso, P.E. Florida P.E. No. 49752 +`l gfflES����4i�� =o's H la'�F1e- �Ai 6i TE DF : W� I fit 01N PTC PRODUCT DESIGN GROUP, LLC PO BOX 5207751 LONGWOOD, FLORIDA 32752 FBPE CA NO.25935 Phano: 321.890.17881 Ema9: Into@pt—rp.mm tAFTER DATE TELL DOORS & WINDOWS, LLC. 4ECKED n 2505 WEST 11TH STREET, HOUSTON, TEXAS 77008 TITLE IGINEER DATE 'TELSTAR/1IO6A WRTAN' OS STEEL DOORS SYSIN-I NCT 'PROVED DA ND 1 5— 3 5 L R,J,A 4/1/19RELEASE STATE FINAL LV [ILK A THIRD CTION 112" 17-0' S 16 ❑F 9 0 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. 14 INTERIOR 00 16 SPOT WELDED TO FRAME 0 23 OR 32 SEE NOTE 3 19, 20, 31 EXTERIOR CYLINDRICAL LOCK SHOWN FLOOR BASE ANGLE DETAIL 24 SEE NOTE 2 i� INTERIOR EXTERIOR . 1 e FRAME TO METAL BUILDING INSTALLATION DETAIL S RO SEE NOTE 1 I lyl II I I I11r JAMB EXTENSION ASSEMBLY DETAIL 10 WN CUP IS 0 SPOT y a WELDED 2 Z TO FRAME aw D. )N DETAIL m 0 LL ITEM No. -4- PART NUMBER DESCRIPTION MATERIAL QTY 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 B 5 MSD10290 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" It 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 ICYLINDRICAL 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' x 0.097" THK. 120A SPOT WELDED TO JAMBS GALVANNEAL STEEL 2 11 MS010005 FOAM CORE 44.00" x 91.00' x 1.688" THK. - 0.733 LB FT DENSITY POLYSTYRENE FOAM 1 12 MMD10043 DOOR CLOSER REINFORCEMENT 7.00" x 19.50" x 0.070' THK. 15GA STEEL SHEET GALVANNEAL STEEL 2 13 MSD10068 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 M6534 FRAME 2.67" x 0.059" THK. 16GA GALVANNEAL STEEL 1 15 #8 x 1' SELF DRILLING SCREWS NOT SUPPLED STEEL 6 16 - HINGE STRIKE JAMB FLOOR BASE ANGLE CUP 12GA CALVANNEAL STEEL 2 17 DT100631 WEATHER STRIP LP1153 18' 1 18 HG100034 HINGE 4-1/2* x 4-1/2" GALVANNEAL STEEL 4 19 - MORTISE LOCK HARDWARE OPTION, CLI0225B ZHONGSHAN I 20 - LC1281 SERIES HEAVY DUTY COMMERCIAL GRADE 1 LEVERSET W CL100249 BY THASE 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 REM 25 STEEL 12 27 41D x 1" SELF DRILLING SCREW NOT SUPPLIED STEEL 6 28 - STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED I 29 #12 - 24 x 3 8' PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL, FOR HINGES STEEL 32 30 - 3 16'0 x 1-3/4" PHIWPS FLAT HEAD COUNTERSUNK TAPCON CONCRETE SCREW NOT SUPPLIED STEEL 5 31 - 9500 SERIES HEAVY DUN COMMERCIAL GRADE 1 RIM PANIC W 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 MSD10090 STRIKE PLATE REINFORCEMENT 1.38" x 6.50" x 1.13" x 0.059' THK. 16GA COLD ROLLED STEEL 1 35 MS510006 MSD10033 2 PART ADHESIVE, REZ-CURE FP882 BY INNOVATIVE RASIN SYSTEM, INC. EPDXY RESIN 2 36 DT100852 BUTTERFLY ANCHOR 1.58' x 2.50" x 7.00" x 0.048" THK. COLD ROLLED STEELI 4 37 SD100081 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 MB AND LOCK NUTS THRU FRAME CUPS STEEL 2 39 - #8 x 3 1 2" NAILS STEEL 8 40 - 3 8" x 6" WOOD LAG BOLT STEEL - NOTES: 1) FOR ANCHORING KNOCK DOWN FRAME HEAD JAMB TO FRAME HINGE JAMB AND FRAME STRIKE JAMB 4) FOR ANCHORING THRESHOLD ONTO CONCRETE USE 3/16' DIAMETER FLAT HEAD TAPCON SCREWS WITH 160K (.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 SUFFICIENT LENGTH TO ACHIEVE A 1-3/4' MINIMUM EMBEDMENT INTO CONCRETE WITH 2-5/8' MINIMUM EDGE DISTANCE BEYOND NUT. LOCATE AND ANCHOR AS SHOWN IN CORNER CONSTRUCTION DETAIL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2) FOR ANCHORING JAMB EXTENSION ASSEMBLY TO 16GA (.053' MIN.) STEEL FRAMING HINGE AND STRIKE 5) INSTALLA71ON ANCHORS AND HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 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 INSTALLATION INSTRUCTIONS AND SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ASSEMBLY DETAIL A STEEL FRAMING: 16GA (.053' MIN.) 3) • FOR ANCHORING FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE (2 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH 3,192 PSI. PER JAMB) DIAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE 22 INTO C CRE 4 EMBEDMENT INTO CONCRETE WITH 4 1 2' MINIMUM EDGE DISTANCE OR (2 PER SIDE 5 16' TO 1 2' ' TO 1� TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM DIAMETER HEX WASHER HEAD TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4' MINIMUM EMBEDMENT INTO CONCRETE WITH 3-3/16' MINIMUM EDGE DISTANCE (ADD WASHER IF NEEDED). LOCATE AND ANCHOR AS SHOWN IN FLOOR BASE ANGLE DETAIL rERIOR p, n up PTO PRODUCT DESIGN GROUP, LLC PO BOX 6207751 LONGWOOD, FLORIDA 3275 lnfo(�pinmrpiom ENGINEER DATE � 3, .'pEN ,•om, C( sFw�9y NO.25:321.690.17991EmaR FBPE CA.N0.25936 e; No - TELL ME5 APPROVED DRTE �- =�:b4,IgIR,� �,�a=ate ARE SRD61IIRIprtICONlaMMA R,J,A 4/1/19 0T T' �° '°.�•:�R *r 2�;i Spectrum Hardware $ �a THIRD ANGLE PROJECTION . p idndS Home Improvement M `° %W'MZ t TELL DOORS & WINDOWS, LLC, 2505 WEST I1TH STREET, HOUSTON, TEXAS 77008 TITLE 'TELSIAR/TIURANRIRN' OS STEEL DOORS STSTM- B "° 15-35L tELEASE STATE FINAL EA 10 a C`TON Robert J. Amoruso, P.E. RHaBrnaN 10 9DEm (4) RAas uW. Florida P.E. No. 49752 11DDFD (Q R/IIs YPL I I `,4lurtul"p7 'Zf—I ,--o. 1PA1ES ,q 2 + 0�4...v..GEAIe�."0"y 4 : Qj •i No 49752o H 9 ; ST TIE OF : I ' O'• ,c P 4l- p DA 1 ADOo Z 4 E1DH ENpONA1-E> , r2.09 " .531° -71 PTC PRODUCT DESIGN GROUP, LLC PO BOX 5207751 LONGWOOD, FLORIDA 32752 r °E FBPE CA NO.25935 Phone: 321.690.17881 Email InfD@pt—rp.mm N N _ 14 1.806" 7.013" AV AV 3, II5-= FOW. Srtn SUM (2)(2)•�rnEACH DO 4.888' 0 AW AW 28 17 1.806" 625' 17 SECTION AV -AV 2.125° 531" 2.125" 5.75° SECTION x x SECTION AW-AW Lij 3 7/8 1 1/2 .5" "3 7/8 1 3/4 O I WIDTH vMTES To MATCH mum WIDTH. 5.75" WIDTH FOR 6 1/4 MANE SHOWN. .105" 12 GA ID, IS 3• a�Ac[WD 2 1/8• a0o -� D D ,D 1 3/4 —I �— ° E063 ALUMINUM 3 16 GA f o a 21 1/2 JAMB FLOOR BASE ANGLF CLIP •Oe JAMB HEAD JAMB CLIP G D 1B TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM O DRAFTER DATE TELL DOORS & WINDOWS, LLC. 21/64 �-._. 1 3/4 CHECKED A 2505 WEST IITH STREET, HOUSTON, TEXAS 77008 I HINGE REINFORCEMENT TITLE DOOR AND FRAME ENGINEER A 'TELSTAR IZAANTAN' OS STEEL M RS SYSTRANPACT W10TH VARIES TD MATCH FRAME WIDTH. I` 7 a WIDTH MR B 1/4 FRAME SHOWN. M (r TELL I I I 7 w APPROVED j� I A NO JAMB EXTENSION ASSEMBLY TRTAmt. IKDc MDVID T% NT>tuTs M � R r J r A 4 / 1 / 19 BDWG 15 - 3 5 L I D)RDRS O 11N ImOlf AIR NFIIDmI. Spectrum 1 Agm6 IM[IPAI[ E FRN.D Hardware 8t M�mrtDD�s awt�C 1 � m AHD THIRD ANGLE PROJECTION RELEASE STATE FINAL A BIW'dild3 Home Improvement "�HCINSIONT.rRN�' 1/2'=1'-0' �S E 8 0 F 9 5 3/4" 1. 2, 14 — 12 1 /8 I ---- 4 —� 2 1 /8 �— WIDTH VARIES FROM 4 7/8" TO 12 1/4". 5 3/4" FRAME SHOWN. JAMB PROFILE 0.105 �T 5 3/4 -- -I 6063 ALUMINUM THRESHOLD (0.105" THICKNESS) 4 HINGE REINFORCEMENT(4) 7 11/16 --1 35/64[- F 20GA TOP CAP —� 27/64 5 r A I1 45/64 I_ 18GA BOTTOM DOOR SKIN 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. w 16GA DOOR CHANNEL 6 1/8 5/16 � f 18GA TOP DOOR SKIN J� 7/32 7/8 1 59/64 21 DOOR SWEEP 3/4 17 JAMB WEATHERSTRIPPING WIDTH VARIES FROM 4 7/8" TO 12 1/4" 4 7/8" FRAME SHOWN. DRYWALL FRAME WIDTH VARIES FROM 4 7/8" TO 12 1/4". 4 7/8" FRAME SHOWN. (l' WIRE MASONRYA NOTE COMBINATION ANCHORS ANCHOR USED AS A STEEL STUD ANCHOR �� _ ro m �uR 5-3/4' JAMB WIORI ONLY f 0' I&UOVE W,RRiC SD7lPS MIN. DmDE BREAK -OFF CREASE . 2-1/2' STUO OUTSIDE BREA(-OFT NOTE WIRE ANCHORS LAYCREASE - 3-5/B' STUD HORIZONTALLY. LCOMED DIE e¢ AMDCOMBINED ANCHOR THE BACKBENDAT 24' 0 C MAX 11 WIRE ANCHOR FOAM CORE. AT EVERY BLOCK CELL DENSITY: 0.733 LB/FT MASONRY CONSTRUCTION 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 TIOGA/SPARTAN SERIES SINGLE STEEL DOOR SYSTEM TELL MEG Spectrum I HaIdmra & Brands Home Improvement PUNCH & DIMPLE ANCHORING axe LU N a '. d" v Z. O �=o Ez ¢w 'a I Y tD a BUTTERFLY ANCHOR o _ AT 24' O.C. MAX. K I MASONRY FRAME 0 PPE ANO — ANCHOR WELDED TO FRN/E 0 NOTE 3/9'0 HOLE 5 PROVIDED THROUGH FRAME STOP WirH ERHLR A COUNTERSINK OR DIAL E TO RECOYE ANCHOR BOLTS. PIPE AND STRAP ANCHOR AT 24' O.C. MAX. EXISTING MASONRY CONSTRUCTION Pas,]F61ES�OAy"' "o�a%ryiCEnrs ?9Gz .., y Q 8 N.49752_t 'PO, n ONZ T TE OF "IQ VaX %9p. i�FS'T.KDR�O''�j�C� aIOaio=w 0 - TELL DOORS & WINDOWS, LLC. LECKED DA 2505 WEST 11TH STREET, HOUSTON, TEXAS 77008 TITLE 1GINEER DATE 'TELSTRR/1IO6A/SPARTAN' OS STEEL DOORS STSTEM- Lt PROVED -DATE— 11 B ND 1 5 - 3 5 L R,J,A 4/1/19 ELEASE STATE FINAL A THIRD ANIh IJECTION F]I