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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS1/22/2016 Florida Building Code Online F. yONE ��.�-.. p.T-_.T--�2. MR Florida Departrnentcr BCrS Home Log In' I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications , FBC Staff BCIS Site Map I Links I Search Businesg��)0-fis.`tProduct Profess!aI Approval USER: Publir User Regulation Product Aooroval Menu > Product or Application FL # Search > Application List > Application Detail FL15454-RI ^ Application Type Revision Code Version 2014 I�\ Application Status Approved U Comments 04/29/2015 Archived Product Manufacturer DAYBAR INDUSTRIES LIMITED Address/Phone/Email 50 West Drive Brampton, NON -US 32817 (905) 625-8000 dodson@daybar.com Authorized Signature Dodson Mark dodson@daybar.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 Rj Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Waiter A. TlIII t Jr., P.E. the, Evaluation Report Florida License PE-44167 Quality Assurance Entity Intertek Testing -Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 08/19/2019 Validated By Steven M. Urlch, PE Lei Validation Checklist - Hardcopy Received Certificate of Independence FL15454 RI COI DAYBAR INDUSTRIES C I DRWG 15-052 pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https:Nwww.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgtep%2bdhVRQZHOiw%2b9gGXS6tD1yD9M8tgeol0vs52hbxjQ%3d%3d 1/3 1/22/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products 1 iFL # Model, Number or Name I Description mits of Use pproved for use in HVHZ: Yes pproved for use outside HVHZ: Yes mpact Resistant: Yes esign Pressure: +90/-90 ther: Refer to approval drawings ("Installation ;tructions") for allowable product sizes or spans, design nd loads, Installation conditions, anchor spacing, 15454.2 1 LS-18 3080/8070 Louvered Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: Refer to approval drawings ("installation instructions") for allowable product sizes or spans, design wind loads, installation conditions, anchor spacing, component dimensions, and other Installation requirements and/or limitations of use. 15454.3 ! LS-18 4070/8070 Flush/Embossed Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-65 Other: Refer to approval drawings ("installation instructions") for allowable product sizes or spans, design wind loads, installation conditions, anchor spacing, component dimensions, and other installation requirements and/or limitations of use. Core Installation Instructions FLIS454 R1 II DAYBAR INDUSTRIES DRWG 15-053 odf Verified By: Walter A. Tillit Jr., P.E. 44167 Created by Independent Third Party: Yes Evaluation Reports FL15454 R1 AE DAYBAR INDUSTRIES P.E.R. DRWG.15- 053.odf Created by Independent Third Party: Yes 3080/8070 Louvered Outswing Commercial Steel Doors with Expanded Polystyrene Paper Honeycomb Core Installation Instructions FL15454 Rl II DAYBAR INDUSTRIES DRWG 15-055 odf Verified By: Walter A. Tillit Jr., P.E. 44167 Created by Independent Third Party: Yes Evaluation Reports FL15454 RI AE DAYBAR INDUSTRIES P.E.R.DRWG 15- 055.pdf Created by Independent Third Party: Yes 4070/8070 Flush/Embossed Outswing Commercial Steel Doors with Expanded Polystyrene or Paper Honeycomb Core Installation Instructions EL15454 R1 11 DAYBAR INDUSTRIES DRWG 15-052 ndf Verified By: Walter A, Tillit Jr., P.E. 44167 Created by Independent Third Party: Yes Evaluation Reports FLIS454 RI AE DAYBAR INDUSTRIES P,E.R' DRWG 15- 0S2.pdf Created by Independent Third Party: Yes 15454.4 I LS-18 4470/6470 Flush Doors 14470/6470 Flush Outswing Commercial Hollow Steel Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Refer to approval drawings ("installation instructions") for allowable product sizes or spans, design wind loads, installation conditions, anchor spacing, component dimensions, and other installation requirements and/or limitations of use, Installation Instructions FLIS454 R1 II DAYBAR INDUSTRIES DRWG 15-054 ndf Verified By: Waiter A. Tillit Jr., P.E, 44167 Created by Independent Third Party: Yes Evaluation Reports FLIS454 RI AE DAYBAR INDUSTRIES P.E.R. DRWG 15- 054.pdf Created by Independent Third Party: Yes Baclt Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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 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. Tire 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; https:IANww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHOiw%2b9gGXS6tDlyDgM8tgeolOvs52libxjQ%3d%3d 213 7 !r GENERAL NOTES AND SPEMCATTONS• 1. SINGLE SERIES LS1B FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES AS- FRAME, SHOWN ON SWEETS CONTENT THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WTIH THE 2014 (Sth EDITION) OF THE FLORIDA BUILDING CODE DOOR MAY 9E INSTALLED AT HICH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. PAGE #1 INDEX & COVER PAGE 1N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL PAGE #lA ASSEMBLY ELEVATI❑NS, (DETAILS #20,21,22) BE FIRST REDUCED TO A.S.D, DESIGN, WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. PAGE #2 TYPICAL SECTION THROUGH, VERTICAL/H❑RIZ❑NTAL. TH15 D VOWS ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE PAGE #3 FRAME SECTIONS AND REINF❑RCINGS, ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER HTL LAB REPORT #0279-1017-01 AND PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1676 OF THE FLORIDA BUILDING (DETAILS #15.,16,17,18,19) CODAS PAGE #4 DOOR SECTION THROUGH EDGE SEAM, (DETAIL #6) 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 14) OF THIS DRAWING. PAGE #5 DOOR TOP AND BOTTOM TYPICAL END CHANNEL 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE ODORS PER FBC TO BE DETERMINED BY BUILDING (DETAIL #12) OFFICIALS ON A CASE —BY —CASE BASIS. PAGE 46 DOOR SURFACE CLOSER REINF❑RCING, (DETAIL #11) 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) 70 BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 PAGE #7 DOOR SURFACE CLOSER REINF AND END CHANNEL k5i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4. ASSEMBLY, (DETAIL #13) E5- ALL LEooING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS. USE E60XX ES PAGE #8 DOOR STEEL TOP CAP, (DETAIL #14) S. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF 'THIS PAGE #9 DOOR HINGE REINF❑RCING, DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET 1A OF THIS DRAWING. PAGE #10 ANSI #A115.1 #86 MORTISE L❑CK,RP REINF❑RCINGS, 7. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE. (DETAIL #9) B. THIS DOOR Wlli NOT REQUIRE A HURRIOANE PROTECTION 12ZM PAGE #11 #161 LOCK, REINF❑RCINGS, CDETAIL #8) 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, PAGE #12 RIM' PANIC SURFACE BOLT REINF❑RCINGS, (DETAIL AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. #10) 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME AND THRESHOLD, PAGE #13 13A ANCHOR OPTIONS AND DETAILS - 11. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PAGE #14 BILL OF MATERIALS PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT•_BASEO ON THIS P.M. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMEM: CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) WILL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS. (d) ORIGINAL P.E.D. SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. PRODUCT'S MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT DOOR. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.5 OF THE FLORIDA BUILDING CODE MAX, A,S,D, DESIGN PRESSURE RATING o`��o � �aR�iFi�if'., ,� +90, —90 PST �`�e''' 1Ct ''•, v FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) `" NSF ' '•,. f 0 zeta ngaa tNc. lwc+as�c1 SERIES L518 FLUSH OUTSWING COMMERCIAL DRAWN aT. d c M STEEL DOOR W/SERIES "AS" STEEL FRAME FRL o: —11LIEC� cwt DAYBAR INDUSTRIES LTD 03l27/t5 THIS DRAWING SHALL ONLY BE USED TO 7m1,Y r£sTlNG Lt £NGINEfRWG LONPANY 50 w61 WCE EgN PR1V, �h1E 21.". OBTAIN PERMITS IN. THE STATE OF FLORIDA ��� /sr/Q4 r;,,a'f�F `````. �� = -=m -_�_ Tme� 0 Is oss \` W EV fdloce0e9 COW u'I. a e®srm DRAWING No ✓`�i�Ji�NiUAL 1f6 t:w, Teas;:' aOI?X4Al stteEr 1 or 14 DETAIL #L6/3 DETAIL 06/3 EA. SIDE EA SIDE OPENING VI➢TH a 40.➢0D0 MAX. RUGH OA�+ OPENWIl 40.0000 0 0 �4CUZ�DODMA4OUGH 40,OD00 36.0000 36.000Q a 1 N a o a � SURFACE CLOSER SURFACE CLOSER REINFORCING REINFORCING DETAIL # 11/6, DETAIL # R/6, 13/7 13/7END 1 gi 1 L W REINFORCING END CHANNEL a DETAIL #12/5 REINFORCING TOP CAP, w ➢ETAIL #L2/5 DETAIL #14/8 n TOP CAP SURFACE DOLT ➢ETAIL #14/8 ING 14 DEAD DOLT '12 DETINFORCAIL DO�EDETAI-trSECTION14 13 CYLINDRICALLOCK o g X SURFACE CLOSER REINFORCING �- o LOCK w^. W DETAIL # 11/6 m m ^* 161 LOCK a REINFORCING 11 rfZP SEE DETAIL #8/11 REINFORCING SEE DETAIL #9/10 .. °I w DOOR SECTION THROUGH / .. °J ODOR SECTION THROUGH/ SEE DETAIL06/4 /SEE DETAIL#6/4 ¢ ox W �'1 v v SUP7AFEfiR BOLT c 10 + DET. 17/3 J IL • MAX. MAX LO' 1 �MAX.A 2.7500 2,7500 MAX. ASSEMBLY #1 ELEVATI❑N SINGLE DOOR EXTERIOR VIEW (❑UTSWING) WALL C❑NDITION - EXISTING MASONRY OR WOOD STUD WALL ANCH❑RI E.M,A DETAIL #22 DETEX RIM EXIT DEVICE END CHANNEL DETAIL #]215 30 « DET, 17/3 10, MAY MAX7-f—MAX� ' F�2'7500 ASSEMBLY #2 ELEVATION SINGLE DOOR EXTERI❑R VIEW (❑UTSWING) DETAIL K16/3 EA, SDIE 40,5000 MAX, ROUGH OUGH OPENING40,0000 oW a I tND CMANI�L REINFORCING m DETAIL 412/5 P n TIIP CAP x DETAIL '#14/8 3 SURFACE CLOSER o REINFORCING P DETAIL Nf: 11/6 u t0 Y 12 MORT75E LOCK ' a� w REINFORCIN a i » SEE DETAIL 49/10 d m � a, n DOOR SECTION THROUGH / SEE DETAIL#6/4 END CHANNEL DETAIL '#12/5 IO + DET, 17/3 ASSEMBLY #3 ELEVATION SINGLE 2 DOOR EXTERI❑R VIEW (❑UTSWING) WALL C❑NDITI❑N - MASONRY ANCHOR: WIRE DETAIL #21 M❑RTISE LUCK, FLORIDA BUILDING CODE SIGH VELOCITY FIURRICANE 4 z 0 H Ld ZE r J ua w 0 0 0 0 n (U CS H LLI pq Io � a A p 2 U o�o X LJ a to (U J (') U 00 a V' c*� ❑UT WALL CONDITION VARIES SEE ELEVATIONS PAGE #1, AND ANCHOR DETAILS PAGE #13 1) AS 5 3/4' SERIES FRAME SEE (TYPICAL) SECTION DETAIL #'15,16 (PAGE#3) WEATHER STRIP NGP #12ONA SECURED WITH DOUBLE ROW OF n #6x1/2' SMS SCREWS 21' FROM m EACH END AND 4' C/L CAS PREDRILLED BY MANUFACTURE) i 16 THRESHOLD NGP #950NA t \N CURED'WITH TAPCON 3/16' x 1 3/4' FLAT HEAD MASONRY SCREW OR # 8 x 2' F.H. S.M.S. 0.125 rOR # 10 x 2' F.H.W.S. LOCATED 2 2 3/4' FROM EACH END AND 10' C/L. (4 SCREWS TOTAL ON ASSEMBLY) APPLY GE SILICONE II CLEAR SEALANT TO BASE OF THRESHOLD PRIOR TO INSTALLATION NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, ® 3/4' CELL 16 THRESHOLD SEAL JOINT WITH GE PAPER HONEYCOMB SILICONE II CLEAR SEALANT SURFACE APPLIED IN STRIPHER� IN o W 4 O O r CD 35.7500 36.0000 R/❑ 40.0000 <MAX. 40,5000) TYPICAL HORIZONTAL SECTION ❑UT 3 BEADS GE o ~ o DOOR MODEL: SERIES LS18 FLUSH ❑UTSWING %/ SILICON II I�I C❑MMERCIAL STEEL W/ S " " FLOOR LIN TYPICAL VERTICAL SECTI❑N E FRIES AS FRAME -� 5.0000-1--7- : � 16 EXTRUDED ALUMINUM RESH❑LD NGP #950.NA MATERIAL NOTE: Y2 DOOR 18 GAUGE ,043 MINIMUM. LL STEEL COMPONENTS OF THIS ITEM,I.e.., FACE SHEETS, INTERNAL COMPONENTS AND REINFORCEMENTS ARE MANUFACTURED FROM TENSION LEVELED STEEL CONFORMING TO ASTM A924, GALVANIZED TO ASTM A653/A653M, COMMERCIAL STEEL CTYPE� B),•COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL: AVERAGE TENSILE STRENGTH, 52 KSI-LAVERAGE YIELD STRENGTH: 45 KSI, ELONGATION: 407. 01 FRAME 16 GAUGE .058 MINIMUM ALL STEEL COMPONENTS OF "THIS ITEM, I.e., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE MANUFACTURED FROM COMMERCIAL STEEL (TYPE B), GALVANIZED TO ASTM A653/AG53M, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL: AVERAGE TENSILE STRENGTH, 52 KSI AVERAGE YIELD STRENGTH, 45 KSI, ELONGATION: 40%. MAX. SHIM SPACE IS 1/4' TYP. 0 0 Tn t, 250 FLORiDA BUILDING CODE (HLGH VELOCITY HURRICANE d A I:2 —1L875� 1 REINFORCING MATERIAL. GAUGE 12 MINIMUM CO.097 THICK) GALVANNEAL SURFACE STRIKE REINFORCING DETAIL #19 1, DIEMITERED CORNER CONT. WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLETE INSIDE CORNER WITH GE SILICONE II TYPICAL WELDED CORNER DETAIL #16 SAID anaFOR dN o- SAL) MATERIAL. GAUGE 10 MINIMUM GALVANNEAL Gi3 ®4 1/2" FRAME HINGE REINFORCING DETAIL #1 /-70.060 OFFSET MA ItK1RL. GAUGE 16 MINIMUM C.057> GALVANNEAL AS 5 3/4" TYPICAL SECTI❑N THROUGH DETAIL #15 0.0750 0,0500 I 0,0300 � o V e O .? �4• Z ob000 lh— ;t Bax MATERIAL. GAUGE 12 MINIMUM GALVANNEAL (5)4 7/8" STRIKE REINFORCEMENT FOR FRAME DETAIL #18 m �••--21875--{ L3875 I +I {7 1 ..L� #8-32 o.7sa SCREW DEAD LOCK STRIKE TAB 14 GA (0,074) MIN ATTACHED TO STRIKE JAMB W/ '''•�� d" (3) 1/8'0 PROJECTION WELDS- FLORIDA BUILDING CODE (HIGH Va, to �fi16ti G LOCKSEAM FILLED WITH HELMIPRENE # C8323-1 ADHESIVE -SEALANT ,--.DOOR BACK OR NARROW SIDE 3/4' CELL PAPER H❑NEYCOMB DOOR FRONT OR BONDED TO FACE SHEET WITH WIDE SIDE CONTACT ADHESIVE HELMIBOND # 8320-1 DOOR SECTION THROUGH EDGE SEAM DETAII #6 MATERIAL; (2)18 GAUGE = ,045 MINIMUM GALVANNEAL BOTH DOOR EDGES 1/8' IN 2'. BEVEL FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 1/8'0 FOR SPOT WELDS (TYP,) 3 - 0.3125 X 0.8750 OBROUND ELEVATION MA I t.KlHL 16 GAUGE (0.057) MINIMUM GALVANNEAL DOOR TOP AND BOTTOM TYPICAL END CHANNEL 0.0570 MIN. TYP, ?5 u-i r m ��1.8125� DETAI�;� #: 2 FLORIDA BUILDING CODE (HIGH VELOC(1Y HURRICANE ZONE) 0.2500 0.7500 0.6250 �2.6250 I Ir -T :n n m - - - - - - ZJ N —L 2,7500 0.7500 0.5000 0,2500 16.25 PLAN o >n TYP, 00.6250 4t TYP. 1625p MATERIAL: -1 0,0740 MIN. 14 GAUGE TYP- MINIMUMMINIMUM GALVANNEAL 3 D VIEW -•-1.6875 ---I SECTION DOOR SURFACE CLOSER REINFORCING DETAIL,#:'(.I Lf✓ CC, �e°g1�^7s�,1' FLORIDA BUILDING CODE (HIGH 7ELOCTIY HURRICANE `LANE) ���ENSE p2am nucm w¢ (wo mwcl SERIES LS18 FLUSH OUTSWING COMMERCIAL OPAW BY. a c STEEL DOOR W/SERIES "AS" STEEL FRAME F.n.L EL R C 0.... AAYBAR INDUSTRIES LTD oa/zT/is DATE ALUT T=iva h womm7N0 CO.YPANT ^aT 6rT.u'vtv4 7 arr++w xrn xa stt rur+cn rc wac a mw Dx "rani yr w . % A P :..�tL •` vao+e : (xu�'}an-rao. F : 1�w7�-:mr tsL sas vs-eow Tax: aos ess-txa 15-053 :-'F FLOn�� a� o-mow• 67tomaool.cam g �.,� ' -��? \•� e-OM6778 m. u aawr,a wn DlrawlNc xo '�� \\\ SL'Y7FRA77f1!T ✓! A,E mm-w. ro/r sr. wvra ccorow cc. / 44 67 mcu 6 of 14 ntlOaiP.: n 1.4375 �$�25 e - DOOR TOP END CHANNEL�,�� (SEE DETAIL 12/5) DOOR SURFACE CLOSER `� `♦ p REINFORCEMENT �♦ `� ♦ 6 (SEE DETAIL 11/6) `♦ �`. Ii ♦ \ DOOR SURFACE CLOSER REINFORCEMENT AND END CHANNEL ASSEMBLY DETAIL #13 `o'rt k "y FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) v •"•, SERIES LS16 FLUSH OU7SWING COMMERCIAL oanwri ar. • <9 �% � STEEL DOOR W/SERIES "AS' STEEL FRAME FRL iL IBC .... DAYBAR INDUSTRIES LTA 05Dtt1S ^• Cyy��y!;.�e� -• ��, O • �yJ� 1 rAr � ` "" 7XLJr rOWNG h EN0lW-M?lK0 CONP.WY catwv. �cn. a. xix rramar a.�vx n aras r..... r ➢0 MESr ➢aM- ➢xA4F= am rJ+cm FA tsr 6: 009 015FA➢OS Q25-Q➢� Tsw 7 5-053 ,^ . . (� IJ • !�� Q'1 i). : •C4Q` r ravel •,�,a . : lmwn-m, o-ma@ aaee➢aatean ta-➢G➢sns ar vs.nw ➢arsnNG K. /l,. " `�`uC' -- r>,,,.�JGL GtU�i•�t, •.+rime e,.• IYN.7ER A TR1f7 JC RE FLMA4 u4 l ursr mx ew+.wi we ,w , as v�el r/. SHEer 7 OF11, ,�.,.r..s,-:.�,�=.-gym, :—.�;�..�r.=-.��--"_" �:ate--:r-.••.---�---�--`........-........ _. - ..�- -� - ?S QD VIEW) 3/16' DIA HOLE CSK FOR - #10x2' SHEET METAL SCREW CONT. GAGE GALVANNEAL PLATE REINFORCEMENT INFORCC EMENT N❑TEI MATERIAL 20 GAUGE (0,035) MINIMUM - C/L GALVANNEAL INSTALLATI❑N: APPLY BEAD OF GE SILIC❑NE II SEALANT TO INSIDE-TUP EDGE [IF �9RjFS PRESS FIT TOP CAP TNT❑DD❑❑R TOP CHANNEL & SCREW FASTEN to L75---I o 0 TOP CAP II L SPOT WELDED CDcq ASSEMBLY (3)#lOx2' TYPE A FLAT HEAD SHEET METAL SCREW u DOOR ASSEMBLY -4--0,035 AT TOPEDGE TOP CAP (SECTION) PAGE #8 DOOR STEEL TOP CAP DETAIL #14 Rnl GE SILICONE II SEALANT DOOR TOP (BOTTOM) -END. CHANNEL (DET. 12/5) FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE 8_�o,2aQ0 CD 0,6250 CD 0 0 0,1340 cu o� 0.1100 0 10— c:) 0 0 0 cu CJ U7 b -- O C'7 0.3430 O MATERIAL: o CD CD GAUGE 10 MINIMUM o In o GALVANN`AL 0,8750 Q rQ 0.8750 1,2500 LiCFjCR FLORIDA BUILDING CODE (SIGH VELOY HURRICANE ZONE) -`=�¢i . • il! �,'.f'•. �':; mso,s n.�w u+r: lwaamaN:l O, �� tJ S SERIES LS18 FLUSH OUTSWIN COMMERCIAL p,AV Pr STEEL DOOR W/SERIES "AS" STEEL FRAME F,iL DOOR HINGE REINFORCING. �(� ��®��� DAYBAR INDUSTRIES LTD w�7,S ntur sestrxc s rxcweexu+c roww.cvr m WFr oM r anAMON ar sos m-eoe. :s7 v� S� f 7/!J a • Q.~: msxv. aan s. xx v�xar� um�a a mrae a m�x 'i .i 4�'v -�i• w,..: (x+n}cn-r�,o. r : P�o:,mr-r.:n m. 15-053 /v Ql - ;t n-mah axe�oaaoe�em piPf�q( [\r', 5«v" ts-aocrrs n..w occvm m.w ,�,,. wa osAvawc ao P/PPf?fiiNfSSi� WALM M Uc f aiJ67 ac u-mf SHEET 9 OF 14 J.S000 Ln to 0.3125 o 0 0 0 y 4.7Snn --�I ELEVATI❑N —GAGE 14 (0,074) MINIMUM RP REINFORCING SAME AS #86. LESS LOCK CLIP & MOUNTING TABS u7 o u� 1� tf1 cu 4,7500 --j o In r25 �-- 3.5000 0 to PLAN o MATERIAL: ALL GALVANNEAL LOCK CLIP-18GA' (0.045) MIN. ONLY VALID FOR ASSEMBLY #3 �I --i 1.0625 ANSI #A115.1 #86 MORTISE LOCK, RP REINFORCINGS DETAIL #9 ....... Uo 0,3125 0 n 0 1.1875 o 0,6875 -y 2,1875 #12-24 SCREW 1:3 PROJECTION WELDS DOOR EDGE M❑UNTING TAB 14 GA (0.074) MIN FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE 2.3648 0.6 2.64 ON, o In T T N o ('7 Ul 0 - TVJ 0 rt N + REINFORCING �05 LOOP BARREL SUPPORT CQ BARREL ­/MAT: 0.035 SATINCOAT o SUPPORT Co co � 2.632 (U 0 o —VIEW x CO N ~� T❑ 0' 117 SUIT 8/32UNC CD THREAT) (4) 1/1600 #161 EDGE REINF❑RCING PROJECTION WELDS MAT: 0.078 SATINCOAT SECTION THROUGH EDGE REINF❑RCING 0.20 r N 0.390 ---1 1 m 0 tD co CU (U — 0.712 � REINF❑RCING LOOP MATT .035 SATINCOAT 0 0 0 VIEW X #161 LOCK, REINFORCINGS DETAIL #8 FLORIDA BUILDING CODE COGH VELOCITY HURRICANE f �ViEW X I I I I VIEW X I I I ] CD I Ij I I I II l I I II I o I II I II I C:)CD ca I II I I I II o I II f Q; I II I I 1.6870- I I II I PLAN .I I � I MATERIAL; I lip,�� 14 GAUGE (0,074) MINIMUM o00 GALVANNEAL, GLUED TO DOOR AT HEAD & SILL USING HEMILB❑ND 8320-1 �1.6870� 1'6870� CONTACT ADHESIVE. VIEW X 3D VIEW PAGE #12 RIM PANIC SURFACE BOLT REINFORCINGS,�tP%4� �........... FLORIDA BUILDING CODE (HIGH V0.ocftt HURRICANE ZONE) I ^ 4Lt3 i1LItL0 RiC (pS�C'AIN4) u�. ,� % ® SERIES LS18 FLUSH OUTSYaNG COMMERCIAL DRAM BY. DETAIL #10 = Ail 44 STEEL DOOR Y7/SERIES "AS- STEEL FRAME FRf. n : II ]l. � c ®�%�a��Ch,.i •, J��aa/ 19 P �y,�•ti is Vv.rYo. m.iOafAr.e zR �l�Ar-.. Grtcoao ra DAYtmBAnuR n.I-NrmDa UtnSx ToaR5 InNzE.s S�n�LTD 15�DATE CNGNElNOXY SSdF, BAPO4TT�CN IFn1V—05 3lX. - mm SPAYONc N. r 7 (1'! ••....... �'.�j�. M ff1 u+... ccwnv. om r n. w ormrnn .'••�' wAJFRR A a 7t n[N y PE an c-om /af/ ��'1!!s!!ad• i:t+ai+.•`� stomon u�. f �tcr si¢r tz av is (4) iis'W/ 1-1/4" Min. THR ED PENEIRATI F.H. WOOD SCREWS PER ANCHOR. 1/2'• Min. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) ' r• a MAX, 1/4' HIM SPACE a' JAMB ) a. d' EMA BUTTERFLY a - n j /ANCHOR (SEE SHEET 136) A o• a <4 :. 5a a.. a ' O .p d d 3' MIN a G c 4 a C- CONTINUOUS CAULK ` v BOTH SIDES (TYP.) CONTINUOUS CAULK ---4' MIN•-- MORTAR JOINT ® MASONRY WIRE ANCHORS (0.167" DIA, 9 1/Z" LONG) IN HORIZ. MORTAR JOINTS; FILL JAMBS (D SOLID WITH MORTAR 'DAYBAR # PT1-001' WIRE ANCHOR DETAIL #21 1 1/2'_� BOTH SIDES (TYP.) • NIN _POURED CONCRETE OR GROUTED DOUBLE 2'x6' WOOD STUDS REQ'D, MAX. 1/4' SHIM SPACE I EMA BUTTERFLY ANCHOR EQ. Q (SEE SHEET 13A) EQ. 0 9 CONTNUOUS CAULK BOTH SIDES (TYP.) CONCRETE BLOCK WALL REQ'D. WOOD BUCK W/ ® 3/8' x 5' FLAT HEAD STEEL (MIN. 2'x 8' NOMINAL) UCAN—SLEEVE ANCHOR W/ 1 1/2" Min. (8) 3/8'-16 X 6' STEEL CARRI•AGE EMBEDMENT. BOLT C/W NUT AND WASHER (E,M,A,) EXISTING MASONRY (E,M,A.) EXISTING ANCHOR DETAIL #22 1./❑❑D BUCK ANCH❑R ' // o v�i�v 0 —Lj CLIPIN STUD ANCHOR DAYBAR PART # PTI-004 MATERIAL GAUGE 20 (0.035) GALVANNEAL 7Q 2 PIECE C❑MBINATION STUD ANCHOR DETAIL #20 OPTI❑N FOR DETAIL #22 NOTES: 3 ANCHORS REQUIRED PER JAMB, 6 PER FRAME FOR DETAILS #20 & 2�.._ 4 ANCHORS REQUIRED PER JAI �)O p��n PER FRAME FOR DETAIL FLOPJDA BUILDING CODE 1 W cn �W z ct� Q 2.000 O � O N O Lc) d- O 1.250 1.250 2 6.750 MATERIAL: 18 GA SATIN COAT EMA BUTTEREL.I.,A N G H❑ R ,;4:,. FLORIDA BUILDING CODE (HIGH VELOCfTY HURRICANE ZONE) DAYBAR INDUSTRIES BILL OF MATERIALS; LIMITED ITEM QUANTITY MATERIAL BASIC DIMENSIONS OR ADDITIONAL DETAILS 1 1 16 GAUGE WELDED FRAME AS 5 3/4' JAMB DEPTH X 2' FACE X .057 MIN 2 1 18 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4' THICK X (.045 MIN). C/W PAPER HONEY COMB CORE 3 3 HINGE REINFORCINGS (DOOR) 1 1/4' X 10' X 10 GAUGE (A35 MIN) 4 3 HINGE REINFORCINGS (FRAME) 1 1/2' X 8 3/4' X 10 GAUGE (.135 MIN) 5 1 STRIKE - REINFORCINGS (FRAME) 1 3/8' X 7 5/16' X 14 GAUGE (.072 MIN) 6 6 WIRE MASONRY FRAME ANCHORS (3 PER JAMB) (OR) 9 1/2' LONG X 10 GAUGE (.135 MIN) 7 6 CLIPIN STUD ANCHORS (3 PER JAMB) (OR) 1 7/8' X 5 5/8' X 20 GAUGE (.035 MIN) B 6 EMA ANCHOR BOLTS (4 PER JAMB) (OR) 3/B' X 5' STEEL UNICAN-SLEEVE ANCHOR 9 6 CARRIAGE ANCHOR BOLTS (4 PER JAMB) (OR) 3/B'-16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER 10' 3 HINGES-HAGER BB1191 4.5' X 4.5' STANDARD WEIGHT (.134 THICK) 11 1 RIM EXIT: DETEX VALUE SERIES C/W OPTIONAL ALARM N/A 12 1 MORTISE LOCK: MARKS SERIES 5 N/A 13 1 CYLINDRICAL LOCK: -MARKS SERIES 170 GRADE #1 N/A 14 1 DEAD BOLT: MARKS SERIES 130 N/A 15 1 WEATHER STRIP: NATIONAL GUARD PRODUCTS #120NA SECURED WITH #6 X 1/2' SMS SCREWS 16 1 THRESHOLD: NATIONAL GUARD PRODUCTS 4950NA EXTRUDED ALUMINUM 17 1 CAULKING: GE SILICONE II N/A FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE REQUIRED TO BE WOOD DOUBLE 2'xS' WOOD STUDS REOUIRED TO BE WOOD DOUBLE 2'xB' WOOD STUDS POURED CONCRETE OR —NAILED TO SHEATHING REND. CONCRETE BLOCK GROUTED CONCRETE W/ G = OS5 NAILED TO SHEATHING RED'D. W'/ G = OSS r WALL REO'D BLOCK WALL REQ'D. MAX, 1/8' (SPECIFIC GRAV" HAX, 1/8' (SPECIFIC GRAVITY) f MAX. 1/4' SHIM SPACE SHIM SPACE SHIM SPACE JAMB j) (SEE SHEET 18) a a A..8 (sEE SHEET is) (SEE SHEET 18) 5000 A GROUT O EQ. 6, s' p a as :. SPDT SPOT SPOT a WELDS WELDS WELDS ' ? O O O &'4 a3.ofED. EQ, ED 1 JAMB 1 JAMB 1 JAMB 1 C0N'f1N000S CAUU< CONTINUOUS �' CONTINUOUS CAULK SIDUL.K BOTHES (1YP) < CONTINUOUS CAULK BOTH SIDES (TYP,) OTH SIDES (1YP.) 2 1/4' L BOTH SIDES (TYP.) 3• 3' 4' MI:N__- JOINT MORTARMIN I - 9 3/8' X 6' WOOD 8/B" x 5' FIAT HEAD STEEL 3/8'-16 X 6' STEEL UCAN-SLEEVE ANCHOR SCREW LAG BOLT RRIAGE BOLT W/ NUT AND WASHER. ©MASONRY WIRE AN ORS IN HOR1L MORTAR W/ 2 1/4" MIN. EMBEDMENT JOINTS: FILL JAMBS F.LID WNH GROUT PER DETAIL #22A ASTM C478 W/ MIN. COMPRESSION STRENGTH IlETAIL #22 4 DETAIL #22B OF 2.5 K^i (SEE SHEET 1B) INSTALLATION ❑F 3/8 0 LAG DETAIL #21 INSTALLATI❑N OF UCAN SCREW S TO WOOD FRAME WALLS INSTALLATION OF 3/8°0 CARRIAGE WIRE ANCHOR ® SLEEVE ANCHORS 8 TC] BLJLT V T❑ W❑❑D - FRAME WALLS INSTALLATI❑N TO MASONRY WALLS MAX 1/IL 29 ALL AROUND MASONRY WALLS SHIM SP'D EI ESSECONE II M % DOUBLE 2'x4' WOOD STRUCTURAL STEEL 1/8" 3/8"-I2" O.C. TIN BETWEEN STUDS REO'D W/ G = 0.55 CHANNEL, W/ MIN. ALL AROUND (SPECIFIC G[7AV[TY) 3/8" THICK WEB JAMB OR 460 HEAD 6L875 BAMB 1O SPOT STRUCTURAL STEEL D�c-'... I WELDS CHANNEL W/ MIN O 1./4" THICK Wm SEA 711 (SEE SHEET 16) GE SIUCONE 11 G ALL AROUND • WED ON INSTALIATION AS FOLLOWS: 9C TOP & BOTTOM OF JAMBS AND 0 1Z- 0. C. THEREAFTER ADDRIONALLY, AT 12" 0. C. AT HEAD ]DETAIL #23B DETAIL #23A INSTALLATI❑N OF JAMB(I)TO NSTALLATION OF 3/80 STEEL CHANNEL THRU WELDING F.H. M.S. 0 TO ' STEEL CHANNEL oCUPIN sm ANGHOF ANCHOR (4) #8 W/ 1-1/4" MIN. T D , (SEE SHEET 18) SEE SCHED THREADED PENETRATION LUPIN SN F.H. WOOD SCREWS ANCHOR - PER ANCHOR (SEE SHEET 18) �•- BARD TOR PN. GLYWOODY� , SHEATHING <TYP.) DETAIL #20 ' INSTALLATI❑N OF 2 PIECE C❑MBINATI❑N STUD ANCHOR U7 INT❑ WOOD FRAME WALLS I `/ huff \, Gk s{<• •••,� e_ paeu lnirm wa (o•a+mu+0 ATD• 44167 ///���- ",L 1 = / Q S 17LL? 7671N0 Q LNGlNSfl:MC COMPANY csuxw. acn sc sr'AW. F.I 4txTlC I lvaa IM�o f f-0006718Lf I-fA! WALTFR A J1Ulr Jr. P.6 'Ltia%ImR L N1W a F 44r67 FLORIDA BUILDING CODE ($IGH VELOCITY HURRICANE ZONE) DOURLE @ SINGLE SEWE9 Lsts OUTSWING COMMERCIAL GAVANNEAL OR STAINLESS STEEL DOOR W/ SERIES "AS' 16 CAGE GALVANNEAL OR STAINLESS STEEL FRAME FLUSH, EA18OSSE0 k GLAZED ASSEIIBUES - L.M. Uwegy FJL- DAYBAR INDUSTRIES LTA 30 k¢T DRAG &21ltPIGY. C a= L- W 7EL• 003 Cl]-0CCO SAC D65 673-i204 OD/sM DATc _ DRANINOGSNo . w. w CR�.In as ct M. an use /a fe sRCEr 17 or is ."���._.-�R-T..__-__�_�..:=.�a.l=,.Va. _�.-c�=-.—_.____. _—._---_—_._.c,�.�-..,'-�.. v=z.-::xi:-:.k.�ru'=�-::r:._._;._.._._.____ ._.__ �� -�» — _ - _ �-..�.=-�r����c.,r=�,�„�-1.�_—,�• /, POURED MIN. 2-2'x4' SA W/ DOUBLE ROW OF NOTCH THRESHOLD EA. SIDE TO CONCRETE I WppD PLATE xl/2' SDS SCRE1.1S @ 1' QUIT JAMBS, SEAL JOINT WITH REQ'D. HEADER X 1/4' •MAii��/ AND 4' 0. C. G� SILICONE II CLEAR SEALANT —� z SHIM 0 5 INTERIOR SURFACE APPLIED 1 AT ASSEMBLY #L — 5 WEATHER STRIP WALL MIN. GYPSUM O n i WALL BDARD OR co PLYWOOD SHEATHING , racvnNim SEE MULLION 0 5 STRUCTURAL STE�L 9B DETAIL 23A/17 gC `--�J DETAIL 23B/17' INSTALLATION CHANNEL WITH 3/8' 0125' 0425' MIN, THICK WEB .36' MAX. DOOR WIDTH SHEET o Ur-3 40' MAX. FRAME WIDTH N, STRUCTURAL STEEL —(1 BEYOND �_ SECTI❑N J---J MIN, 1/4' THICK x STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO SCALE 3/16'=I' CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL POURED a 0 w z 0 6 �LOOR W LINE w POURED �3) 29 GE SILICONE II CONCRETE @ 10, CLEAR SEALANT REQ'D C, MAX. SECTION D—D 20 SINGLE DOOR DOES NOT NEED MULLION• LATCH ONTO REINFORCED JAMB SCALEi 3/16'=1' CONCRETE' REaD. CONTINUES SAME 2 + 20 AS SECTION G (AT BOTTOM) 21 � SECTI❑N E 20 20 z + 20 N SCALEa 3/16'=1' ti:23B/17 CTURAL C #10-24x1—i/2' ¢ L CHANNEL THRU—BOLTS - a £ 1/4' THICK = ° cti t-18 W SEE X w 16DETAIL 16 w �. z »f —�� w CONTINUES SAME AS SECTION I CAT BOTTOM) SECTION N SCALE 3/16'=1' 2\POURED @ 10,�`-"� \POURED d C. MAX. CONCRETE C. MAX. CONCRETE REQUIRED REQUIRED SECTION G SECTI❑N I SECTION F TS FLORIDA BUILDING CODE (HIGH VELOCOY HURRICANE 7.ONE) d