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HomeMy WebLinkAboutProduct Evaluation Report/'TI L cc;, INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco a aoi.com FL RE License No. 44167 FL 4.U. Licensc No. 0006719 PRODUCT EVALUATION REPORT REPORT NO.: 17-0801.04 DATE: August 18t, 2017 PRODUCT CATEGORY: Exteriors Doors PRODUCT SUB -CATEGORY: Swinging Exterior Door Assemblies PRODUCT NAME: SERIES LS20GA FLUSH COMMERCIAL STEEL INSWING DOOR WITH SERIES "AS" 18 GAGE STEEL FRAME SUBMITTED BY: Daybar Industries LTD 50 West Drive, Brampton, On Canada, L6T 2J4 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID #.1906) to Daybar Industries LTD. based on Rule Chapter No. 61G20-3, Method .1d of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P E D h Drawing No, 17-121 (revises Drawing # 17-013), FLUSH COMMERCIAL STEEL INSWING DOOR GAGE STEEL FRAME'', sheets 1 thru 13, prepared JI sealed by Walter A.Tiliit, Jr., P.E.; dated 08/01/17. Th of this Evaluation Report. s 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305 ""1 _' Inc.; VgrirK 171ir n" c--� (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0801.04 2.2. TEST REPORTS: Large missile impact and cyclic loading under Florida TAS 201 and 203 Protocols, as per section 1626 AND 1609.1.2 of the Florida Building Code. Uniform Static loads, in accordance with and Protocol TAS 202. Test reports prepared by Fenestration Testing Lab, Report No.8974 signed and sealed by Idalmis Ortega, P.E., dated 09/30/2016. Tensile Test Report No. 9135 by Fenestration Testing Lab, dated 09/30/2016, signed and sealed by Idalmis Ortega, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Exterior Door for maximum anchor spacing vs. design wind load and door span based on rational and comparative analysis, and in accordance with section 1616 and 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated March 16, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 and 1609.1.2 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: Exterior Door has been verged to sustain wind pressures. Maximum Door Dimensions and ASD Design Pressure rating shall be as indicated on sheets 2 of 13 of Product Evaluation Document (P.E.D.), drawing No. 17-121. Maximum Anchor Spacing shall be as indicated on sheet 3 of 13 of Product Evaluation Document (P.E.D.), drawing No.17-121. 5. INSTALLATION: Shall be performed strictly in accordance with the details indicated on sheets 2 through 4 and 9 through 13 of 13 of Product Evaluation Document (P.E.D.), drawing No.17-121. 6. MATERIAL CHARACTERISTICS AND. SPECIFICATIONS: Shall be strictly in accordance with General Notes p4o% Vx nents indicated on sheets 1, 5 and 6 through 9 of 13 of Prodgpf! N*NIAa �cument (P.E.D.), drawing No. 17-121. Anchor specificationsj�``�b��'e�^e^•i ��kon sheet 12 of 13 of Product Evaluation Document (P.E.D��),�rM4�!-1,z No.44167 * l � PRODUCT EVALUATION REPORT NO. 17-0801.04 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1 and 7 through 13, indicated on sheet 1 of 13 of Product Evaluation Document (P.E.D.), drawing No.17-121 prepared by Tiiteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, or outside of HIGH VELOCITY HURRICANE ZONES. 7.3. Product shall only be installed into poured concrete, grouted concrete block, hollow concrete block, wood and metal stud structures, as limited and defined on Product Evaluation Document No.17-121, sheet 12. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). I. SERIES LS20CA FLUSH COMMERCIAL STEEL OUTSWING DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE, DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 & 1609.OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. IN ORDER TO -VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED 'IN ACCORDANCE WITH SECTION 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOL$ TAS-201, TAS-202, TAS-203 AS PER FENESTRATION TESTING LABORATORY, INC. REPORT # 8974. AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1604 OF THE FLORIDABUILDING CODE. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 5) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE —BY —CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k8l YIELD POINT AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,3.3.4, 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 ELECTRODES (FUm80k.s.i.) FOR STAINLESS STEEL MATERIAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET 3 OF THIS DRAWING. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEET 13. B. THIS DOOR WR I NOT R nI IRc HURRICANE PROTECTION DEMCF, 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON GENERAL NOTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 2. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME & THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. 11. ALL EXISTING WALLS (STRUCTURE) WHERE DOOR IS TO BE INSTALLED MUST BE BUILT IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND SHALL BE DESIGNED TO SUSTAIN THE SUPERIMPOSED LOADS TRANSFERRED BY THE DOOR SYSTEM. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 12. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE SUPERIMPOSED LOADS TRANSFERRED BY THESE DOORS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT 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, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDMONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e) THIS PRODUCT EVALUATION DOCUMENT (P.E.D) WILL BE CONSIDERED INVALID IF 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. 14. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 15. EXPANDED POLYSTYRENE CORE SHALL BE RIGID BOARD TYPE 1 PCF CONFORMING TO ASTM C578 BY DYPLAST PRODUCTS LLC, W/ CURRENT MIAMI DADE COUNTY PRODUCT CONTROL EVALUATION (NOA). SMTS CONTENT: . SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. SHEET #2 ASSEMBLY ELEVATIONS. SHEET #3 ANCHOR ELEVATIONS. SHEET #4 OPTIONAL EMBOSSED DOOR SLAB. SHEET #5 BILL OF MATERIALS. SHEETS 96—#B COMPONENTS. . SHEET #9 VERTICAL SECTIONS. SHEETS #10-12 HORIZONTAL SECTIONS AT HARDWARE. SHEET #13 ANCHOR SECTIONS. SHEET #14 DOOR SURFACE CLOSER REINFORCEMENT AND END CHANNEL ASSEMBLY DETAIL + CORNER DETAILS. FZORiOA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICMIE ZONE) Lento)SERIES LS2OGA—M—U3Tro7m—Gc—L4r— STEEL OUTSBING DOOR W/SERIES 'AS" 18GA STEEL FRAME 09AM ar. ILL C O INC. DAYBAR INDUSTRIES LTD :c qsr M4. uwPn7ry m cuvati Atr a� oval/17 WE MINEE"a compLla . wme� r+uaa n sua mi-jai 17-119 ra ws atsa000 qa, om ess-.ma W.M b. P.t eRApele N" oti� d� R Y, ®wu, c ! 44to7 mall 1 or 1{ DETAD YI/11 A1/9 -4I N1Pl:l■; q � ■Y ■ L I■■� ■\ I \ Y AS.D. DESIGN LOAD +750 psf, -75.0 psf AM -4I EXTERIOR EVATION (� 1Tc1�IN ) nnpR CYLINDRICAL LUCK +Den urn T DETAIL Y/la OR A3n-41 Y1/14 EA. SIDE I--�r6000 W. eaArE SEE DETAIL 2/14 n �� 1�fti1SE DEVICE • ® v p� �E / SEEDEDETAIL�X/9N� / 9 V/ 3Q A3/9� .' - S FLORIDA. BUILDING CODE (HIGH & NON B- VELOCfiy HURRICANE ZONE) am WA= wG <°x7a�K1 S 2 GA L H OM IV4167; � STEEL OUTSWING DOOR W/SERIES 'AS' 0"w" ov' ?� .T80A STEEL FRAME ALL IL E C O Inc. DAYBAR INDUSTRIES LTDALHMN=0ww m��f.ttottm w-awwc �w aia-no. 17-119 WAIM A. mur J,. pz ➢IDRW U. / K767 °ID t)-ot2 e t 7 R SN[ET 2 D7 µ DE, YI EXTERIOR ELEVATION /^IITcVINCl DOER CASE 1 (SEE SHEET 13) ANCHORAGE INSTALLATION DETAILS AT JAMBS CASE 1 CTYP.1 DETAIL Y/la OR Yvla EA, SIDE --� 9 SEE DETAIL i/la 8 1 I u� 9 a N � i v DOOR S"" ; . THROUGH /SEE DETAIL V9 ' 875 �� 1 10' l0• .ten ANCHf EXTER�EVATION (OUT VINoDOUR CASE 2 (SEE SHEET 13) • ..,y - FLORIDA Bwmi omnn+tco� * No. 44167 .0IL ECO.Nr.. \] Jr. P.6 "Im iS CASE 2 CTYPJ CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) SERIELUSH M CIA STEEL OUTSWING DOOR W/SERIES 'ASn 18GA STEEL ERAUC Yl DAYBAR INDUSTRIES LTD 00/01/+7 vrz +en w e°Mtreo°Om m ma 17-119 MUWX0 Ib 0ID V-01 all f __ _ SNER S OT1 MAX. DOOR WIDTH x H NLa v S N �. = d Of S o of 0 a 1� 0 a vi �j MAX. DOOR WIDTH x I n ®®� + D 4 D7 t,J Er?1�27 .W.. g In Hco W ¢ 11) CU „�,� R S > v W co 13 S O O o x a v NZ 05 o IU 2 ¢n � 10 I v � VARIES MAX, DOOR WIDTH Lu 25 9.1 4,875 MAX. DOOR WIDTH x ❑PTIONAL EMBOSSED DOOR ELEVATIONS t 2 2 a a Q MAX. DOOR WIDTH ■ MAX. DOOR WIDTH x f 14.876:— r SEE SHEET 2 CE1V FLORIDA BUILOINC CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) No.44i � L H M STEEL OUTSWINC DOOR W/SERIES 'A$" 0° By, STEEL FRAME ALL ZIL ECO�Ne. IFS LTD i DAYBAR INDUSTRIES ( nwT TESn O ,a efulma wo wwrAM DATE 'V .•�V.i fmVfllan rla( ]HIIN df/JM°4lOf6t4�/fG4 • -Tea: IayepH>♦eH,eeT m: tHC m-eeao .,� Om .a+m. 17-1 19 FB-OOCW19 � � stoma {ie. // M1W tll° I1-012 D I SHIFT 4 or 14 ITEM DESCRIPTION 1, 1A IS GAUGE WELDED FRAME 2 20 GAUGE FLUSH DOOR COMMERCIAL STEEL 3 4 HINGE REINFORCINGS (DOOR) WNGF REINFORCINGS (FRAME) BILL OF MATERIALS OUTS WING ' D❑❑R. BASIC DIMENSIONS, MATERIAL OR ADDITIONAL DETAILS AS 5 3/4' JAMB DEPTH X 2' FACE X .042' MIN GALVANNEAL FOR(( STEEL (Fu=94.9 Ksl, Fy=54.5 Ks0 FOR 1O , OF SAME DIMENSIONS 1 3/4' THICK X f.032 MIN) GALVANNEAL (Fu=60Ks1, Fy=45KSD1 C/W P IS PCF POLYURETHANE OR 12,5 PCF MINERAL BOARD CORE I 1/4' X 10' X IO GAUGE GALVANNEAL (.134 MIN) 1 1/2' X 8 3/4' X 10 GAUGE GALVANNEAL CJ34 MIN) 1 3/8' X 7 5/16' X 14 GAUGE GALVANNEAL (.072 MIN) 9 1/2' LONG X 10 GAUGE C134 MIN) Fu=95.9 KSI Fy=40,2 Ksi 1 13/16' X 4 1/8' X 20 GAUGE GALVANNEA Ksl, Fy=45KsI) OR STAINLESS HONEY COMB OR NOA APPROVED STYRENE OR - 8 EMA ANCHOR BOLTSL .032 MIN), SNAPPED TO ACHIEVES 5/8' TOTAL DEPTH 3/8' X 5' STEEL UNICAN-SLEEVE ANCHOR, 2 1/4' EMBEDMENT 6 3' MIN. E.D. SA EMA BUTTERFLY ANCHOR (PART #PTi-008) 18 GAUGE (0.042') STEEL SATIN COAT 9 LAG SCREW 3/8'OX6' LAG SCREW 10 HINGES-HAGER BB1191 4.5' X 4.5' STANDARD WEIGHT W34 THICK) 11 RIM EXIT: VON DUPRIN 9i7/OW CCOTce ..._ nUKJISk, I;LViCE: SCHLAGE L9000 SERIES I3 CYLINDRICAL LOCK, SCHLAGE D SERIES 14 DEAD BOLT: SCHLAGE B SERIES I5 WEATHER STRIP: NATIONAL GUARD PRODUCTS #I; 16 THRESHOLD: NATIONAL GUARD PRODUCTS 095ONA 17 CAULKING: GE SILICONE II IS DOOR END CHANNEL REINFORCEMENT 19 DOOR SURFACE CLOSER REINFORCEMENT 20 RP REINFORCING 21 RIM PANIC SURFACE BOLT REINFORCING 22 #161 LOCK EDGE REINFORCING 23 DEAD LOCK STRIKE TAB 25 THRESHOLD ANCHOR 26 MORTISE LOCK REINFORCEMENT 28 Z ANCHOR 29 T STRAP ANCHOR DAYBAR : PTI-OOIA SECURED WITH DOUBLE RW OF 06 X 1/2, SMS SCREWS @ V FROM EA. EXTRUDED ALUMINUM 6063-T6, 0,078' THK. W/ NEOPRENE BULB N/A 16 GAGE GALVANNEAL STEEL 14 GAGE (0A72' MIN.) x 3 1/2' x L6875 x 16,250' LONG. GALVANNEAL. 14 GAGE (0.072' MIN.) GALVANNEAL 14 GAGE (0.072' MIN.) GALVANNEAL 16 GAGE (0.051' MIN.) 14 GAGE (0.072' MIN.) GALVANNEAL,ATTACHED TO STRIKE JAMB W/(3) 1/4.0 ULTRACONS BY ELCO CONSTRUCTION PRODUCTS , 1 3/4' MIN. EMBI ANSI kA115.1 486, 0.072'MIN. 18 GAGE CO.0421) GALVANNEAL, W/ Fy= 33KSI, Fu- 44Ks1 18 GAGE (0.042') GALVANNEAL, W/ Fy= Fu= 44Ksi A T14i NO. 44167 & BALANCE a 4' 8 3' MIN. E.D @ f'C=3ksi CONCRETE FLORIDA BUILDING CODE (HIGH & NON ]MGM VELOCITY BURRICANE (mil S F S M►1 RC ZONE) STEEL OUTSWING DOOR W/SERIES "AS' PP'wk un ISGA STEEL FRAME uL :O INC. DAYBAR INDUSTRIES LTD 0°/01/i7 'NUR NO COMPANY 50 1= OWE l�W:ROK O�TE ; r a.mcs n a.a ifs _1°n a e c,.ou, ur w ra'm et�.e000 nc xn ta.aza• 17-119 R b. P.E m. r µ,ay.y ru aF OPAWNC Ne 1 M16, OID 1)-0Iz E 17 SIM 5 01• I+ � sisG ,s7s a37s )soo - lV OA37 f— I 1�0 437 (DAS 5 3/4' TYPICAL SECTI❑N THRO 1r,L-1 MATERIAL. GAUGE IS <0.042) HINIMUN GALVANNEAL (o AS 5 3/4' TYPI -AL SEM IN THROUGH MATERIAL. GAUGE 16 C0.042) MINIMUM STAINLESS STEEL © WIRE ANCH❑R STEEL W,RE ANCHORS (0EI.134" CIA. TO GAGE. 16 3/a' IN NORM LENGTH) III gg G31 GAUGE d 3 D❑❑R HINGE REINF❑RCING w+reRTAL, I31> GALV AMNCAL MINIMlH elf LEAF TO SNAP ANOTHER PIECE LEAF O V AN n 2 PIECE $NAP -IN STUD ANCHOR CURN STUD ANCHOR ►MTER,AL: GAUGE 20 (O.032) ASTN A-693. GALVANMEALED STEi1. ® 4 1/2' FRAM L-1tNLri:- REINF❑RCING MATERIAL, GAUGE 10 (6134, NINMUN) GALVAHNPAL 2> 7/0'P SPOT KLnING 'Jn y295 G7g0 �y000 � 0 z oo�`'O 12sa I t25D 4790 8 FMA rtldll iQ.Y ANCH13R —4 - 05 4 7/8' STRIKE REINF❑RCEMENT Fog FRAME MATERIAL GALVAGAUGE wJE12AL C0.072 MINIMUM). X121 MS LEAF and 6 � n II @ HINGES -HA 7 R TH RU EXTDED UM ALINL M BB1?79 ' R NG 5 N 1"o.,3a- Twat W/ NEOPRENE B u R ar-,. W]F�'+oiZ"kfSF'R GI9 i' COAT V FLORIDA Bum G CODE (SIGH & NON HIGH VELOCRY HURRICANE ZONE) No. 44167 s 2 H u * STEEL OUTS DOOR/E!IES "AS" DRAW on 1I. E C O me. DAYBAR INDUSTRIES LTD Ovo ,7 •• 1�•rees, �.0... "T TESTt3 & EMQNEERNO` COMPANY p0yp,w ; I�� n anea =m, ao assT mag On btw.� tar ax GATE ........ � �P1 r n�a�i,' m: ms m-e000 rwc rm w-,xw 17-119 P'C.s x , E0-0006790710 NALT6I A 7A))T Jr. P.E N0Ri0A Lk. 0 µ107 ~' u.R ar ramp pWypp N" 1 OIEIT 6 OF 14 VARICS WITH UM AZ 70 TYVICAL W 01A 7Y '. r04 OWp. OMr N. SaOr VCLM CTTP) (TTP) 7 - 05125 Y pg77p OHIOCND • L6.7S ELEYAI7@{ 1 H L $K 1. LlIZr' 4p�. 2 rASTE1 = =_WS 18 D❑❑R END CHANNEI RT7TtiC rrDCEMENT MAERIA.l 19LVG NE�L(0.053) mmuu W 4.750 21Lll U7S I l a (O " MINIMUM WONrALRCINc Q VIEW Ls OVER Rcu Rab 14 GAUGE (0.072) MINIMUM GALVANNEAL EMI Y V7CV t PI 1A90 e 1,190 Z6g74"�1 MY X 121)) RIM Al PANTG ci RFA F Rnl T RFINF❑RrTNr A j i''� GAUGE CO.o72) NINRAIN GALVANI{aL. f2,1n TO DOOR Ar /tEpn Y4 �/i SILL USING NENILEONO 8320-1 CONTACT AOICSIVE. %n FLORIDA BUILDING CODE (HIGH & WON HIGH VELOM HURRICANE 'LONE) O zms mrzco ere (olcraa®cl SERI S 1520GA L H COMM R 140. 44167 3 STEEL OUTSWING DOOR W/SERIES -AS- 18GA STEEL FRAME °LL DAYBAR INDUSTRIES LTD a ww°oa °v01/t7 DAM �n sum ur zx I. ros as-eom uc w aa+xa 17-1 19 OWwm. No rr�m. m trta mmna 441667 ato 17-01z a 1 n t SNYLT 7 OP 1 �22i #161 LOCK REINEORCIN •c Nutorfu0 16 G. (a0$I) N1N. @W/4• HIN. GRADE 5 MR SOS MINIMUM 18GA CM042'), GALVANNEAL r�4 A n a' o-' w afo 1Y•. 9/76 FJ No4a fo � m � 4 ,. 0D60 OFFSET tin O »Ch wW 0.750 p8- SCREW later DEAD LOCK STRIK TAR 14 GA C0,072) MIN ATTACHED TO STRIKE JAMB W/ (3) I/8'0 PROJECTION WELDS. ���W.AZG—A?F& SECTION =" 6T N070cs (4) TOLL -Lax CLk04 "S ALL OAO4. 7NY TO7AL CLO-CH Y 1/4' DLL 4 © ANST #A115.1 #86 MORTICE I aG REINEORCEMENT MATERIAL, 14GA C072) ELEcM z= ®f—""""'1'1"® PLAN ®9 T STRAP ANCHOR MINIMUM IBGA (0942% GALVANNEAL AORIDA BUILDWG CODE (SIGH & NON HIGH VELOCITY HURRICANE ZONE) an la7Em NQ ]ou:xtrm+07 A L S C NM AL STEEL OUTSWING DOOR W/SERIES AS- 18GA STEEL FRAME M'1' L E�I C O DAYBAR INDUSTRIES LTD FRO IN QiGNEMM COMPANY •_t'i.mm�u frtsT 11�b 1w�f�blp•N� lil, M DATE �(GGiYY0��p)fl!1,,4R)yyY 06 W T %-1 i 9 EO-000471i WlCM A. 7aUf &. RE a �� OOAYwO Ne flARIG llu / fs1O7 OtD l7-Ol2 ° 1 li • 51(ET O OF 14 W X U Q 2 y iONEYCOMB CORE OR----- STYRENE CORE OR 1.5 PCF POLYURETHANE OR 12,5 PCF MINERAL BOARD (3) CUNT. BEI OF l/ UNDER 4TINUOUS BOTH (TYP.) SECT IONS Al -Al, A2-A2 & A3-A3 AT DOOR PANEL/FRAME LOCKSEAM FILLED WITH MATERiaL, 3M 540 OR LORD 7610BTM DOOR BACK OR ®NIMUNAUGE=.032 NARROW SIDE GALVANNEAL �r T tr 3/4- CELL PAPER HONEYCOMB BONDED TO FACE —BOTH DOOR Fn. c SHEET WITH CONTACT ADHESIVE HELMIBOND k 8320-1 DOOR FRONT I/8' IN 2' BFVFI OR OR WIDE NOA APPROVED STYRENE CORE BONDED TO FACE" SIDE SHEET WITH CONTACT ADHESIVE JOWATHERM 609.30 OR DURAL UH-1077 OR 1.5 PCF POLYURETHANE OR 12.5'PCF MINERAL BOARD W/ CONTACT ADHESIVE HELMIBOND # 8320-1 OR JOWATHERM 609.30 OR DURAL UH=1077 DOOR SECTION THROUGH EDGE SEAM DETAIL X f--1as•--� 3/4' CELL PAPER HONEYCOMB BONDED t13FACE SHEET WITH CONTACT ADHESIVE HELMIBOND # 8320-1 -OR Q1 o x NOA APPROVED STYRENE'CORE BONDED WFACE SHEET WITH CONTACT ADHESIVE= JOWATHERM 609.30 OR DURAL UH-10770aORW1.5 PCF POLYURETHANE OR 12.5 PCFyaMINERAL BOARD W/ CONTACT ADHESIVr3I HELMIBOND # 8320-1 OR JOWATHERM 609.30 OR DURAL UH-1077 VERTICAL SECTION AT DOOR PANEL DOOR PANEL CONSTRUCTION FLORIDA BUILDING * IL ECO�N�. CC . T1Wf TM94G 4{ ENGINEE9ING EDYPAMY P : �rm�m� a�mc. wsGa a ma �� EB-OOOBI,G ,PrL FAA RUT y, P.E. RNSDA tic j .4,e7 CODE (SIGH &NON HIGH VELOCI,Y HURRICANE ZONE) SERIES LS FLUSH L NF 14 STEEL OUTSWING DOOR W/SERIES -AS- OPA"T' Ir. 18GA STEEL FRAME u1 DAYBAR INDUSTRIES LTD 08/01/'7 GATE , 7-, , 9 D14M,NG M. ,TL ws ma-eam ..., 4m 4T!-a}L. �... m 9U= 9 GF 14 SECTION BI-B1 FLORIDA BUILDING CODE (HIGH k NON H1GH VELOCIM A 4 No. STEEL OUTSWING DOOR W/SERIES "AS' omvm f+ IL E� C. o sae. DAYBAR INDUSTRIES LTD °Brot/a [�F TLSnNO s cnaOLecRlac wwautr t7 rar Got9UMIW� wrz ,cam r cm c»-+xaa 17—T 19 a;w rHtP-Lp wt a x ouwwH. ttf 1F nat= e v 40.00' MAX. FRAME WIDTH / 1 1 CTYP.) CYLINDRICAL LOCK® INTERIOR DEADBOLT + LEVER OR KNOB MAY VARY (REF MFR'S SPECS) (TYP.) DOOR PANEL. � SfE SHEET 9 I`I .•, 10 1 EXTERIOR SECTION B2-B2 1 '• •••��•�' FLORIDA Mum c CODE all &NON HIGH VELOCITY HURRICANE ZDNq �$ • ® 2R17 MMUMM Mt SERIES I IAL NO. 441GT STEEL OUTSWING DOOR W/SERIES AS' DRAWN M "''• I L E C 18GA STEEL FRAME y O i re. DAYBAR INDUSTRIES LTD � py *{c37T 'RSTIMGm! N6 COU it 9 a.,RVmgi y0. v WW1mLGNi 13)f •..•': \\ so RICMU• A TEL• 90 6]!•IOOD rm 606 �iYt]M a1E ' 11tVos.�. ••........ P .-mme to ..O xmn, 17-119 �' .1j1 17A11Ui A i41Jf�Jr. P.E' .ay. Duress. OR.1YlCf0 No il6RM UG (• M767 a0 17-OlR 1 1 FRAME WIDT I❑R MORTISE DEVICE: 12 'ER OR B MAY 'Y WRI :S) EXTERIOR SECTION B3-B3 d,� $ FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) No. 44187 p Zan nlcc° ac tacorlGiC) I STEEL OUTSWING DOOR W/SERIES -AS` owM or: _ e race snn rn.ur tu. E C O 1m. DAYBAR INDUSTRIES LTD °a01�t7 c ENWMEEpNO l:°4/INY 1.at m'fu SD aQr duC 10� °afE w r.i� ea -.:a 17-119 I"" wmoo- °a wm K. lsP M167 al° 19b�2 1) SkM. 12 °f 14 6HOLLOW ETE BLOCK (SEE 2 3> WALL RED (SEE NOTE 1/1) PER JAMB MAX 1/4- _ 5/w SPACE j • • FILLED •a t I 'Y 0 CONTINUOUS NpRT JOINTCAULK BOTH • SIDES (TYP.) SECTION C GROUTED f'C=2KSi CONCRETE BLOCK WALL REO'D (SEE NOTE I1/1) 1SPAC MORTAR JOINT , E �� o 0 • • RI 1 f0 MASONRY T—STRAP ANCHDR 7 CONTINUOUS CAULK B (3) PER JAMB IN HORI AL H SIDES (TYP.) HORTAR J"`�S� SOLID WITHNRT SECTION. D CASE I ANCHORAGE DETAIL AT JAMBS SECTION E I/2• MIN. GYPSUM WOOD STUDS, FALL BOARD (TYP.) W/ G - 0.55 CSEE NOTE 11/1> ' GRAVITY) GTE 11p) NA>c V. SNm —C - 1 -•-- POURED CONCRETE OR GROUTED f%-Mi CONCREE BLOB( WALL REO.O. (SEE NOTE 11/1) 1/2, MIN WALL BOA (SEE NOTE DOUBLE 3 5/EI' Nl STEEL STUDS MD 16 GAUGE (SEE NOTE 11/1) I V CUNTINUOUS CAULK IN SIDES (TYP.> SECTION F ti 1/2• MIN PLYWOOD—/ C4) :8x3/4' MIN. R1uN CONTINUOUS SFIEATHING (TYPJ 0 g (0 PER JAMB AULK B07H SIDES (SEE NOTE 11/U GRADE 5 E SAGR HA GR SlIs (TYP.) SECTION G SECTION H CASE 2 ~..ZZ'.. N- A FLORIDA BUILDING CODE . (HIGH &NON HIGH VELOCITY $URRIGNE ZONE) •'t NG 47 S LUS MM . 441 7 STEEL OUTSWING DOOR W/SERIES "AS' ISGA STEEL FRAME cam w. °L INGINKEIIING COMPANY T61yWiaiY�Lµy.� DAYBAR INDUSTRIES LTD W t6T GimL m1AWmy 0°/ol/t7 �� % •' ; �FLOR10 ,.• X qQ Nw / (iS)!) i!1>D • I 1 1 1 f1 OtY 1 m-000e)ul.��aa ,�,1 M Cw.O.. MR ]N ,d.A m .m. 0�0000 IAA 000 17-1Ts aw ..N auwxo No iiOR9l 1k. // 44167 OID 1a-011 1 1) ...... • sNaY 13 (IF 14 DOOR TOP END CHANNEL DOOR SURFACE CLOSER REINFORCEMENT CO) CLIPPED TO DOOR AT TOP EDGE DETAIL Z 45 deg MITERED JOINTS WITH (5) KNOCK -DOWN CORNER TABS. r 1, DIEMITERED CORNER CONT. WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLETE INSIDE CORNER WITH GE SILICONE II 1@ RETAIL Y FRAME CORNER, KD 3 PIECE ASSEM LED AND CAULKED W/ 17 DETAIL Y1 CORNER DETAILS Y Y1 FLORIDA BUILDING CODE_(HIGH & NON HIGH VELOCITY HURRICANE