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HomeMy WebLinkAboutNOAi, SCABNVNED St. Lucie Countv MIAAII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADIYIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy DAB Door Company, Inc. 12195 NW 98"' Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. TWO documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Roll -up Garage Door up to 22'-0" Wide with Optional Insulated Slats APPROVAL DOCUMENT: Drawing No. 08-11, titled "Rolling Type Garage Door", sheets I through 4 of 4, dated 12/26/2008, with revision B dated 07/29/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0110.11 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.14-0814.06 Expiration Date: November 04, 2019 t Approval Date: October 1 0�°14 Page 1 5 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-11, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated 12/26/2008, with revision B dated 07/2912014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Subsided under NOA # 09-0916,01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Forced Entry Test, per SFBC 3603.2, Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE, TI-08-2221, dated 12/11/2008, sighed and sealed by Candido F. Font, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2222, dated 12111/2008, signed and sealed by Candido F. Font, P.E. 3. Test report on Tensile Test of 22 Gage Galvanized Steel per ASTM E 8-0 1, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08-T176, dated on 12/16/2008, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Structural and anchor calculations prepared by Al-Farooq Corporation, dated 07/28/2014, signed and sealed by Javad Ahmad, P.E. "Submilled uuderNOA # 09-0916.01" 2. Calculations of Series 22' Rolling Steel Door, prepared by AI-Farooq Corporation, dated 07/24/2009, signed and sealed by Arshad Viqar, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No.14-0814.06 Expiration Date: November 04, 2019 Approval Date: October 30, 2014 V DAB Door Comnanv.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 2. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on Ol/11/2017. 3. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11110/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. F. STATEMENTS 1. Statement letter of code conformance to the 5"' edition (2014) FBC and no financial interest issued by Al-Farooq Corporation, dated 07/25/2014, signed and sealed by Javad Ahmad, P.E. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No.14-0814.06 Expiration Date: November 04, 2019 Approval Date: October 30, 2014 e- P r WINO LOCK 'A' HOT ROLLED STEEL MW O 0 .. W '2A162 T.ST3--j aD .IOD ,— WIND LOCK 'S' MIX COLO FORMED GX% SIE4 F_ A I DRUM ASSEMBLY END lPOIXKTPBNBWPA .eFwpFHIB.ananoTw A�X�No Bf4.EG BF ONnreT MAXIMUM DESIGN LOAD RATING =+ 60.0 PSF. (MR'SRES SHOWN OR SMALLER) — 60.0 PSF GENERAL NOTES I.' TH S PRODUCT HAS MPLY WITH THE pEOUIREMENTS 0EITHEEFLORIDA BUILDING CODE ED AND TESTED TO D(FOC) FIFTH EMPON (ZUIK) NCWDING HIGH WJACGY HUMME ZONE (IMR). B ANCHOR USEOMENT TO BBAALL BE AS SE MATERW. SHALL BED AS NON BEEYOND ALL DRESSING M SUCCO. D. GUIDE AND WALL ANGLES SHALL CONFORM TO ASTM A-36. N. ALL BOLLS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON $TEE- S. ANCHORING OR WADING DNOIRONS OTHER'TOM THOSE SHOWN IN ME OEDULS A/RE NOT PART OF 7MIS APPROVAL B. ESHALL 6E ENGAGED MOBOLT WNGIS INSTALLED AT EACH END BOTTOM. ]. ALL YIELDING TO CONFORM TO AIVS LATEST REGULATIONS AND S.F.BA. USE ETOXX ELEMOOES AND 3/16' OLLET SIZE. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I° �r7 O I LOGE AT TnTIDBOTTOM "AT BOROTI SLAT (� o . AND EVER! OMER SLAT 6 a W 0000��ga�. META 1DGK •A' LL Z 511 -LZwwD AT EVEM SW Q bM'C� I .SEW-`V6UUR Of I SIEEI. RM15 2/ LOCK _ p o n PI � I WIND LOCK DETAIL � I ¢� pzn w N m w 1 ORy�'ow ai fti ' I 3 1' O 22 CA " EPS-4PAKMD POLYSMtENE DOWDY - LOS PCF PIPPED MT22 OX mm MT SUT LIT LIT Z uh $ C] N g NAA II1-0926A) O m.J -- ISO-25 Po Y-ISCCMNUR4TE DMSGY • 2.0 PCP 2' % ]/16- z' x J W' ¢ N g S 1 O N.OA /11-0926.08 STEEL 6AR CUM. OR 81EEL BAR ONi. SLIDE LOCH �--� i K O - BY IM OFF NORM MIERICA� of •RDW J 9 % 1' GRRV➢E BOLT DENSm' - 1.N PCP / N.OA. /10-1129A4 2 t/1' % 2' _ O 12. O.C. ACf BOLT ON O ]' O.C. w -I Ij OmLLLV STEEL-GIE/6- I N.OA /12-0029.10 8' LOW ATTACH END q Q - m� ' SLAT COVED •. . . I MTHFRSM ma WFATMSIRIFPOMG Ed a °I' 5; Mu •A � INSULATED SLOT DETAIL END �ReCKEI' DETAIL ROTTOM BAR DETAIL .(OPTIONAL) • •uY A'(HNAD ; . - M COL xg92 MQDtKMT RMWED .aaeVlft AbftFW& eulAKIN AowpmNRlI 9 I ? 7be : 6 . 1 aSEMON A —A SGIE 1/4' 1' Bh2 oL �4 SCANNED BY r'1 :DAIDE St. Lucie COUnib MiAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11905 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) rvww.miamidade.eov/economy Daybar Industries Limited 50 West Drive Brampton, Ontario, Canada L6T2J4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "LS-18" Outswiug Louvered Commercial Steel Doors w/ 16 ga Frames & w/wo Panic Exit Device-LM Impact APPROVAL DOCUMENT: Drawing No "12-013 REV 111, titled "Double & Single LS 18 OutswinA Commercial Steel Doors w/ 16 ga Steel frames -louvered assemblies", sheets 1 through 3, 3A and 4 thro 19 of 19 prepared by Tilteco hic., dated 01/20/12, signed and sealed by Walter A. Tillit Jr., P. &, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSE E IMPACT RATING: Largo and Small Missile Impact Resistant Limitations: 1. This door is not approved where Air infiltration requirements is needed. 2. This door is not approved where water infiltration requirements is needed, unless complies with overhang requirements per FBC. 3. Min edge distance required for ITW 3/16" Tapeon (item 922) is 2-5/8" and for Power 5/16-18 caulk -in anchor is 3-3/4". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brampton, Ontario and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in tine materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT.- The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 012-0216.07 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. _. AP GVE0. `\ai�'Ci NOA No.15.0123.01 Expiration Date: April 22, 2016 Approval Date: April 23, 2015 Page 1 6 A Iq L r3% r�iJFy I «�oflD Ipj [r�� , k�otD ffi ' A 9AY��-F-IM1LL M.11G11 �INLI MYL�Iz efi DUIY GG Mµ Y YYF" PROCT RCNmw urasPbWs"h6,m0d0 A FIEVATRM PAIR 11F 111 HB$ VALL DINOITI01 G NA NRY [WTSWMO SDIOLE 6 D@IBLE DWRS W/ VON DUPRIN RM PANIC DEVICES SEE SHEET 1 FOR MAXIMUM A.S•L DESIGN PRESSURE RATING FOR EACH ASSEMBLY. BASED ON VATER INFILTRATION REQUIREMENTS AND AM INFILTRATION LIMITATIONS, SEE SHEET SA FOR MAXIMUM AS.I DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY CONSINATDMS. BASED ON WATER INFILTRATION RE"EMENTS. AND AIR INFILTRATION LIMITATffi15 rrd ioY i I- E-0 D LTE &W G rDUTSVWU SMDLE HDCR V/ TWD SNRFACE BOLTS II 6 HWHLE HHCRS V/ FOUR SURFACE HDLTS MRF Y- ELEVATIONS #1, 2 & 3 SEE SEMONS ON SHEETS 5,.raA( t. Q or —B C c C'— • IY W.1 or C o C'' G OUTSVINO SINGLE DODft W/ TVD SURFACE HDLTS 6 NaLsel DOORS W/ rim SURFACE BDLTS Pwuu a aGnvu nwnn �.o ..�����. YLRUL STE[L DDDR W/SfHNS 'As' IB OAG[ unv✓.w. SlE6 TNM[ hu H A49GIBDE9. ImT"" DOW INDUSTRIES LTD DI/10/12 'AR 00 A9uT xR�IALf. BBR/1O6 G6' W tlf.RO IYu�W)010-4W 12-013 um m pAAGAGm No o a PUT 2 M 1 DUAIL R16/9 10 NA FRAME V"-O® D© SEE SHEET 1 Fpppp MAXIMUM ASSG DESIGN PRESSURE RATING FGR'EACH ASSEMBLY. BASED GN WATER INFILTRATON REQUIREMENTS AND AIR INFILTRATION LIMITATICNS. SEE'SHEET BA FE61 M.An" ASOL DESIGN PRESSURE RATING SCBEWLE FGR ASSEMBLY CGMBNNTIGNS. BASED ON WATER INFIL TUIN REQUIREMENTS AND AIR INFILTRATION LINITATIGNS OETA�Isfi/0E � pAIL O� ', 1117�Y \ i- ll J.;- l6 IM oD. xAR yTy lo• to• PRODUCT RSNSY/1b MAN. MAX ummpDlntMUhelNNY RCCFNA� I y I R7—EI oaltl6tgN A� �� WALL CONPITHINN ifl N / �ti 1 IT ITI' III pl (�-II �i`yM1p , 3 �— v_, i — f AIR LWVOt MC, METAL LBIMA 11 T TOP M ]UTTER PM➢VIDE0 THE LWWR'MMSMO 'SS MAOUNTMO IMAAIFT PUSITOW OF ➢DOER SKIN FLUSHCONTACT DUAISVBN SHEET 0/IA MAIL AREA'^ MT6 h!.KPV wem XLNJAM FRAMM AT 0VD/a Z . 12-013 M WO M. RRLT 0 a II MAX. A,S,D, DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COEBIN ASSEMBLIE #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE W, ASSEMBLY B1 ASSEMBLY N2 ASSEMBLY.B3 ASSEMBLY N7-EMB ITEM (SEE 19)6 ANCHOR SPECIFICATIONS AT JAMBS i (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) 3) (SEE SHEET 3) SHEET. 6.157" DIA,z9 1/2" LONC WIRE ANCHOR (SEE DETAIL 21/17) +65, -65 +65, -65 +65, -65 +65, -53.3 7 .9 PIECE CUMBINATION STUD ANCHOR (SEE DETAIL 20/17) +65, -65 45, -65 +65, -65 +65, -53.3 +65, -53.3 8 EXISTING MASONRY ANCHOR & E.M.A, (SEE DETAIL 22/17) +65, -65 +65, -65 +65, =65 +65, -53.3 +65, -53.3 9 EXISTING WOOD DUCK ANCHOR +65, 45 '+65, -65 +65, -65 +65, -53.3 +65, -533 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL. 22A/17) 9A EXISTING WOOD BUCK ANCHOR +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 W/ STEEL CARRIAGE BOLT & E,M.A. (SEE DETAIL 22B/17) 9B ' CHANNEL IRON THROUGH BOLTING W/3/8" • 3 1/2" +65, -53.3 +65, -53,3 +65, -53.3 +65, -53.3 +65, -53.3 STEEL FLAT HEAD MACHINE SCREW & E.M.A. (SEE DETAIL 23A/17) 9C CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53,3 +65, -53.3 +65, -53.3 +65, -53.3 +65, -53,3 rneu0a amcf1m ' "^�aO�tMemPWye m NOTES ON FRAM -HEAD REQUIREMENTS 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DQU9 HEADS SHALL BE CONTINUOUSLY 6 RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. �E{ 2, FUR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS,DOOR HEADS SHALL BE CONTINUOUSLY �yc� WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & DETAIL 2313 DN SHEET 17. NA h4Wj- 0216.07 3, FOR SINGLE &, DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BED ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7, wx NnTFS ON WATER AND AIR INFILTRATION REQUIREMENTS AND LIMITATIONS 1. SEE GENERAL NOTE 9 ON SHEET 1 OF 19 FOR REQUIREMENTS AND LIMITATIONS,.. uay./v N of 4 " / DAYBAR INDUSTRIES LTD 01/'a" ..1.7m Mf YNL V.WYI4N ��' * iA nwt rzn„ro a rnm ewe° mevmv �, ev '+H 12-013 nave we..1.naoeex+,m, .q�.�$T i01imilYl♦: m. n.,+m�me-'n" www xe P �D� MWfl1°A R�ie�i�in m 61RCt 3R °f' : n �P44W,LW1' d r= — - MAX; 'I (SEE SH OR WIDTH 4 JI 14 R10.875 Hm Z A N L969 H -J9,D 9.0l 5.0 MAX. DOOR WIDTH (SEE SHEETS (2 & 3) 1^— m CI N ffi W 02.E s V. �v 13.0 MAX. DOOR WIDTH (SEE SHEETS (2 3) ~� .125 1 � m =N 3.5I0 6.500 a 500 4i 15.750 ?r2310 9.0 —I!•-F 9.0 II-- I II II 5,0 ' MAX DOOR WIDTH ' (SEE SHEETS C2 & 3) . 1,937 -i MAX. DOOR WIDTH CSEE SHEETS (2 & 3) —1 I �• �0 f• m 25.5 =N L� 0 5 0 NOTE{ EMBOSSED DOORS W/ LOUVERS PERMITTED IN SINGLES & PAIRS LIMITED T9 DESIGN PRESSURES NOTED FOR EACH ASSEMBLY 13.0 13.0 N 13,0 MAX. D00R WIDTH (SEE SHEETS (2 & 3) , MAX. DOOR WIDTH ((SEE SHEETS (2 &'3) I 20.250 13.0 a ® ® �0 FNEl 13 I asD >4 ® ® 13.0 ,0 1 _1 V ® ® —�I —1— .0 0.0 L -', 1.937 II II II 19.562 9.OH9.01- --L11.937 5.0- FFFFFF 34.562 %ADDUCT AFY[W1y fawW®wup Y 6>aaMOMrbXerjjLftwo¢A rwft w z Dz/ •n7 yvYimwvl - MUM 4 00lE 6Ef0E5 {sie wianmv COYYEE410.L O0OR W/SWE� wM1S� IB OAOC YAVJA= .per 5f_ 9TEfL (NAME IYWE W A95EYY169. WALE C DAYBAR INDUSTRIES LTD oWle/{A oprt Ilia. 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DOOR WIDTH 100- MAX, FRAPIE WIDTH ' omvy6h�,FMQAukir Ahtl q�ccdd • EXTERIOR uw�N°. /-OT,ic1 N( "'I"IN' NMI` °YISWINO YGV✓A6 16 OAO[ I[EL FMMC IWpYCFME°L ASSEASIM WANH °Y YEAR INpUSTRIES LTD12-013 MR gYYgO N (SEE SHEET 17) I/e' MAX. SHIM ' or -i : SHEET 17) ➢F 81' FROM ®W/ INTERIOR -0 (SEE SHEET 10) NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH ©9 GE SILICONE II CLEAR SEALANT A1--, SUAFACE APPLIED -� WEATHER STRIP `-9L[IjVrR BLADES 6�. SECURITY GRILLE R BLADES� EXTERIOR ` SECU SECURITY GRILLE (SEE SHEETS 8 4 19) 0125 (SEE SHEETS 8 & 19) 0.125' B' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX. FRAME WIDTH SECTION C—C 1/4' MAX. SCALES 3/16'-1' SHIM NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH OF ©(SEE SHEET 10 ® GE SILICONE II CLEAR SEALANT V FROM ® W/ ® 1 INTERIORSURFACE A 1 ©� WEATHER STRIP APPLIED LER LOUVER S � or�E `— bSECURITY GRILL "� SECURITY GRILLE (SEE SH (SEE SHEETS 8 6 19) (SEE SHEETS 8 B 19) 0.125— MAX. DOOR WIDTH 48' MAX. DOOR WIDTH �y 100' MAX. FRAME WIDTH r 1Y� ma SECTION C'—C' `*aft SCALE- 3/16'=I' re[w�r¢ [axrc SHEET 17) —2 BWn IICC wD Nwo�lI 09MM aullYu xgt//a5s u,,o .w---- CCYY 9f@. �[ CULOVYEAED�ISSFNA�IRA OrtEC LY4v./M OxA4p iT �L Eddiria. DAYDAR INDUSTRIES LTD oo [Crow+. RwRtl1 M wN[ /15/12 pm T TpllNo Y MOIH[[NIyC�CCYPMI 12-013 .N ax,rmN £10-L1 wv.-.nxaRoe�n »m+inim new an s37a1snaNt avHAva �a ilk/,0 M Ngryp 'Nln6W]N6Y ON =01 31 133(� jYOoxu+u'' a "Moa oa m'rnvn M a sl mmRs noels auoz auoouang 43019A 4 IR apc 1 r Lag ov .ry�N�11v� NIW 40WAr1MN M 1vu1,�`1�s aimrm '7 3 Ig a3an0d SllOH-n'dHk '/i-IX42-OIN P'r-�-- ys .1=.91/E (31tlos ❑I 333S (NO1108 IV) r.,nn-.vex cu C6T,1 8 311M I J s3atlla A LI/HE2 S1108-naH1 TV13a 9I X .Z/I-IX42-OIN 33SC.% [A^ t2 02 x 13NN 4/1 WIN l3NNtlH7 1331S315 a � .pro lnanl7nals = OZ+2 02 02+Z 3 1 (61 9 8 S133HS 3: 311I40 A101no3S S3aV10 a3MnOlQ 1,03a ,1n.91/E .31vos HOND 138nOd lylojin ■ nila3ND S3a 3ff MM MOM ltl a3HN3N jV8A, HIS NOIHl .4/T 'NIW HOIa31X3 1331S ion17nH1S . H1aIM 3WVad 'XVW .04 H1aIM 11130a 'XVW .9E H3N N71H1 'N1W 192110 (61 1 8 S133HS 33S) a 31s ltlHnl7nals 0 ,e/E H11M 13NNVH7 -LI/8E2 11V13a�111 3a0 AlR:SA--\ LI/VEZ TVA, g 13 d1H1S 113H1tl3M Illdav 37V3ans lV3S ZIV313 11 N' 1MOn . lV3S '7 '0 .4 aNV aN3 NO .1 0 SAMOS Sas in Ana 3lfln0a WIHS IN .4/I ■ 31V' .M. f1NI1N07 .1>.91/E 13-IVOS GKVI OZ " I 3S .Xvw .3.n a.0 1NVlV3S HV313 .01 1,31:3H 3aM0N00 II 3NOoi'aS 30 fiZ a a3anpd m F3NIl A aAl 9 .1=.91/E .31Vos (WOlmH 1V) n NOI173S SV 3WVS 4nNI1NO3 0 (61 1 8 S133HS 33S. 3111a0 A11H = s3avis a3molcC6 aN0A38 0- 133HS NOIIVIlVlSN1 N0111M 33S k� IB klgN3SSV ltl(1 9,03H 313s3Nao . a3anOd W/ 0 1.96 (8)A8-32 PH HD 18. GAGEx.3!4x23.88 .1.75 THRU BOLTS W/ LONG TOP MTG BRACKET DOOR B ANK HO I-SI➢E ANGLE EA. SIDE .93 (SEE ELEVATION) SPOT WELDS AT 18 GAGExL31x25' x23.88 LONG LOUVER BLADES W/ BENT.NOSING AT O� JAMBS TYP. EA END. 5, l< IW— SECURITY GRILLE SEE ELEVATION I) W 23.88 MAT RIA 10 GAUGE CRS FRAME (MIN. Fy-45 ksD AND LOUVER BLADESI 12 GAUGE CHIN, Fy=45 ksD CRS SECURITY GRILLE 9�N CTtDH, MITERED AND WELDED NERSSTf+DI SECURITY GRILLE ON INTERIOR AND EXTERIOR OF LOUVER WITH 13/16' SQUARE OPENING 1' ON CENTER. FINISH i BAKED ON .POWDER GOAT. FAST NERRS BB-32 PHILIPS HEAD THRU BOLTS WITH BLANK HEAD ONE SIDE, FREE FLOW AREAi 40 X FREE AREA. (WB8-32 PH HD J SECURITY GRILLE 1.1E ' '1' -- THRU BOLTS W/ (SEE ELEVATION 5 OVERLAP BLANK HD 1 SIDE SECURITY GRILLE & LOUVER ASSEMBLY `1.75' (ELEVATION) DOOR f� •08 w/ 0 A —A 1 7 5 09o- SECURITY GRILLE SPOT WELDS AT SECTIDN CORNERS AND N.T•S. SLO HO1 (SEE ELEVATION 1) @ 3. O.C. (8)48-32 PH HD TO RE 18 GAGEx.53x.82x23.88 ALL AROUND THRU BOLTS W/ LOUN LONG L.H. & R.H. BLANK HD 1 SIDE JAMB ANGLES (SEE ELEVATION) i.s 5Y TYP SLOTEB HOLES FOR LOUVER BLADE @ JAMBS DOOR SCALE 1 1 1 IB GAGEXUIX25 EXTERIOR W/ ON TYP x23.88 LONG 23.88 875 .iN . LDUVER BLADES M BENT NOSING CUT OFF OVERLAP TYP. ,III)I.�nrQ iHBS TYP. EA. END.D, 'SECURITY GRILLE SECTION B—B (SEE ELEVATION U N.i.S. 4n.rlwM°/t'•e/eye/ t+��. ,ems Iau°aar c°iwn TYP �d—,2 1 (929)•81X�81 2 TYPE VSG HOLES SECURITY GRILLE ELEVATION-1 .11 THICK �23.88 25 NOSING TYP 2s Sti; I IUNELEV TYP LOUVER BLADE DETAIL SCALE I I 2 SEE MA)L A.S.D. DESIGN PRESSURE RATING ON SHEET.1 DAYBAR INDUSTRIES LTD .w o�ewm°x. nu oro w-aoa° p. °ae me-�u� 12-013 w�xw° ho .mw I--1Le)9 MATERIAL! GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL, ATTACHED W/(2) LONG MIC L DIE MITERED CORNER CONT. WELDED INSIDE FACES 5 ,AT RETURNS 2, CAULK.COMPL INSIDE CORNER WITH GE SILICONE II DETAIL 16 TYPICAL WELDED CORNER 1 1 u ► u LEM W. MATERIAL, 1.9TBa 12 GAUGE MINIMUM STEEL GALVANNEAL Q 4 7/8' STRIKE REINFORCEMENT FOR FRAME DETAIL ATTACHED W/(A) 3/16' 0 PROJECTION WELDS, uu VnET E.IBT9--{ e LIB)9 �C PS-32 MAILK{RLI a�0 SCREW GAUGE 16 MINIMUM (.097) nEAD LOOK STRIKE TAB GALVANNEAL' 14 GA CO.074) MIN TYPICAL JAMB & HEAD SECTION ATTACHED TO STRIKE JAMB W/ (3) 1/8' 0 ® HEAD SECTION PROJECTIDN VELDS. �PTTt1NAl wY°.MBE m OF Mk=V W i•PI•.w u % =V✓ia Kurz By DAYHAR INDUSTRIES LTD oBrE w em oas ewvm0. w wB im ww rm mreu-1ss� 12-013 %2-3/4' DEAD STRIKE STRIKE © °Z" ASTRAGAL ISOMETRIC DETAIL MATERIALi 0.075' THICK STEEL PHW/ (2)014xl' S➢S SPACED AS 'PER ISOMETRIC DETAIL L075 GASKET NG#109� 1/16' x 3/8' 0.562 "i 0.625. 4.-`.�. � ��.. i MATERIAL BOTH DOOR EDGES OISEE BILL OF 1/8' IN 2' BEVEL MATERIAL SEQTIPN-THRU ASTRAGAL. AT DOUBLE DOOR 0.594 -4-4 0 0.032 0 o 0.125 I.BL3 0.675 5514 2.063 2.440 0,438 (2)>a12-24 0 HOLESDFOR 0 A.S.A. STRIKE 0,312 0.620 12 GAGE STEI 99 STRIKE REINFORCEMENT FOR ASTRAGAL W/ ©0 T 1.5 DOOR BACK OR NARROW SIDE WITH DOOR FRONT OR WIDE SIDE 3 n •m =z; •.Rw.mn / -olzs•u/ au i Lv=w tf�.11atU� =4ylyr..n• w] DAYBAR INDUSTRIES LTD peg rxu°�os u.b1 u� �' d we ue-e000 ru w m•ael YC..Y^. o m-p 12-013 OMWIIO lb mul 10 a I a 1� p i Lf J 0 NOTE, SURFACE DOLT MANUFACTURER -HALER MODEL 0275D MATERIAL -STEEL FINISH US260 2� 8" #275D HAGEf2 SURFACE BOLT EXTERIOR �or.� SEE DETAIL y— I.-. I Of TYPICAL SURFACE H9LT ENLACEMENT MODUClAa EWE DFTAIL AT HEAD & SILL NEW'"(bUep"'a°�� 1111-244 L/z' THRU DOLT AYspYvp Pv/S-O i1j„40) bpinUu UVY �T 1 �auYu4�LrYUY°0 D.75 repR°iYM f' Max. ew ye D.D� fi ' "�sL Si LRFA .F AI71 T nFTAILS � moo- m QI or k I (SEE ll' X 1-1/2 ILTS aaUg{( Y 0M sF.WE9�W. w�nninu uc gcrzuu� E, .3.W rA .'S$E 9 0A� Y.aV./w0. muwx v DAYBAR INDUSTRIES LTD own o+/An w m+ vuvc erav'ai. w pv i ww°vhi vvv ne-ewe 12-01 owpnw N Ns Barr ee or i a MOM TOP D CHANNEL .WIYH DOUR I/a'0 FOR stump.) os Fes- v� ATI❑N . . a uGBROUNp a75➢ L Lf11N Z6 DQOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL 16 GAUGE (Ug) HMIMUH GALVANNEAL STEEL Z625D 0.aM0 0.7500 16250 a 17500 0,7500 0,2500 015000 a p� 166..2u ,,�I� PLAN g� 0.0570 MIN, LGIF5 �T V�i`� �.7Yi4ajylpp8 J a d SECTION 1 an -.VIEW �w1Y ll. gmfiy', 71 S2IEBIAL' LAMINATED TO EACH FACE OF DOOR FOkAR.R I n 14 GAWE W074) W/ CONTACT ADHESIVE WELHIDOND 026-O r MINIMOH OALVANNEAL AT HINGE EDGE AND TOP END CHANNEL 25 DOOR CLOSER CLOSER O REINFORCEMENT DETAILDETAIL •,I)1"""""''��.. Florida Building Code Hi h Velocity Hurricane Zone pmn nrtvb vn tavmno) OOUDL6 k eIH01E SODES lOID DUflWMO vyy/,M1y, pw-Ijiv�"MM1 lhx lblNr D ✓ CONN[RCIAL SRTL ODOP W E(mvv 'A9' le OARD HNiam"oa. sssyl.:''�GENSE'••.'� DTLD. sRANE LOuvT�cO Asssaeun. veA"N sr Ampnm"M LAIe/ / - mxw � Ifn �5.�'sOlno, DAYHAR INDUSTRIES LTD Rlhe/m OAD: w v¢m omt exwrtW4 d \*{ r 'I/ I * TW! its wo Y ".M.NO' C0x v . STATE OF ! 0 ano xx �'-<Nmc.a�v d�u In,.m.n�""�xO�ez vm ae.um 12-015 ssuo-asoe rnwm �F Ipl6„ 'N_,As `� sxur to or to OY rYj�J: EXACT 35.7501 FOR 36' DOOR WIDTH EXACT 47.750' FOR 48' DOOR WIDTH (VARIES WITH DOOR WIDTH) IIa.)..1) DET .35.750' TOP PLATE FOR 36' DOOR WIDTH 47.750' TOP PLATE FOR 48' DOOR WIDTH 3' (VARIES WITH DOOR WIDTH) • 34,125' SNAP IN CHANNEL FOR 36' DOOR WIDTH w46,125' SNAP IN CHANNEL a r FOR 48' DOOR WIDTH TOP 0--a�,N--0----o- TOP CAP Mon11C1 q�'r(ewEo �b� e wexHa. CHANNEL AND CAP PLATE ARE RESISTANCE SPOTWELDED ON COMMON CENTER LINE, (4 - 5 PLACES) STANDARD TOP CAP CHANNELS --i f-0.7500' DOOR SNAP IN T O P CAP DETAIL MATERIPL, 20 OA WLVpNNERL STEEL POp 2 S Florida Huildin Code (High V BOTH PCS. ASTH A-6SS, A-bA p y mmn v,m mmm,mgc) coYN�En�iui bin � ) EP . d T} srza• rm GE _ R E C ®Ewe, DAYBAR INSTALLATION OPTIONS, m (A) CAULK AND PRESSFR ,A.I >r �' ^$+, ), y� •IYu y° °dtlinwile m;em (➢) CAUL)(, PRESSFIT AN ➢ TACK WEL �'-�L �rc `A9n 'c°b nnloPtO Q`` R0�(u0.�I 11•IIE"- '• pU ,0.4G �: �iE.raW w I 7 G4 eanmu "VI AA& S' 1B WOE ORA(YR T' LEA LTD mrz 12--013 gNW 9 My 1.lag 0.313 L o o 0.688 012-24 SCREW' DOOR EDGE MOUNTING TAB 14 GA (6074) MIN STEEL GAGE 14 (0,074) MINIMUM RP REINFORCING SAME AS 886. LESS LOCK CLIP G MOUNTING TABS, GLUE W /CONTACT ADHESIVE TO DOOR FACE LOCK CLIP—IBDA (0,045) MIN, ONLY VALID FOR ASSEMBLY WHERE APPLICABLE ELEVATION Nor.1► MATERIA ALL GALVANNEAL STEEL 1.697 VIEW x �1.6871 L VIEW % MATERIAL, 14 GAUGE 40.074) MINIMUM GALVANNEAL STEEL, GLUED TD DOOR AT HEAD 6 SILL USING HEMILBOND'8320-1 CONTACT ADHESIVE• 1�8 DOOR SURFACE BOLT REINFORCING -�{ 3P50 j•- 8 © 4 1/2° HINGE BAR REINFORCING FOR DO❑R MATERIAL, 8 GAUGE GALVANNEAL STEEL moun Apap m .nau0crvsvuro nno rrNlr/yi � �wW A�wmm. L+IL ny "cc DOM INDUSTRIES LTD sere w mr mnc ewu,rra,. w c> ae-e�m },zrwwnswne 12-013 r *CING 2.64 c OOP u) 0 �. REIN BARREL' SUPOORT07 MAT: 0.035 SATIN COAT SUPPORT 0 a 1 m �2632 T � � I `D $ -� °^°—VIEW X o TO SUIT 8/32UNC VIEW THREAD (4) 1/16'0. #161 EDGE REINF❑RCING WELDS PROJECTION 24 SECTI❑N THROUGH EDGE REINF❑RCING. S 1 VYN—W°E MIMrt REINFORCING LOOP MAT: 0.035 SATIN COAT rnuouEa n6neW69 DY ruaDuaAevipeo �q�FME MtiI°°NA Aq� -07 •� % r 0WBIL'4'SINSIL SENE9 wee eu�sema YEREUl BifEt W00. w/atJtlEs •Aa• �a Mcs SEEP, EaAl2 lWY ED ASS[N°li[a. y�.v✓,Yp. °u�c+ar LTD DAYDAR INDUSTRIES own w eer °w.E, °wa�mv Eti ecY Eaiw` 4Y°o we aw-uu• 12-013 m � cum. R °NMfO Ms 7 ♦o-°m e i SX[O IA Of IB D ' CORE IS BLOCK POURED WNCREfE OR REQUIRED TO RE WD00 OWBLE 2'xw W/ B e 055 DOUBLE TO WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'x SHEATHING RE0'D. W/ G = 0.55 NAILED TO ' V00➢ STUDS SHEATHING REO'0. GROUTED CONCRETE WALL REO D BLOCK WALL. REO'0. WAX' 1/D' (SPECIFIC GRAVITY) ' SPEaFIC CMNTY) MAX. 1/0' ( MAX. L/4' SHIM SPACE SHIN SPACE S141M SPACE ° JAMB CD A, 8 a (SEE SHEET TB) (SEE SHEET 1B) (SEE SHEET 18)• d.5oo0 A CROUT •.. EO. I E0. Ct . 4 Q . A' - •- ---'P - -T— '-- -- SPOT - -- SPOT SPOT WELDS WELDS WELDS O 7 O o EQ. ° . '• 3• MIN G EA ... •. A E0, L JAMB ° a .. JAMB CONTINUOUS °' . CONTINUOUS i CONTDlIIOUS CAl1Uf TSA TYP.) SIDES (TYP.) ° 90iN CONM'UOUS CAULK BOTH SIDES (IYP.) .,._ / I` •••,• -I °°'^' L(el 3/E' A 5' MT HPAD STEEL (Di MASONRY WIRE INCAS IN HORIZ. MORTAR UWC/ 2 I/V MIN, INE EMBEDMENT. ROSI RLL JMde3 1 STUD WITH OROUT PER ASTM 0476 W/ MW. COMPRESSION STRENGTH OF 2.5 WI (SEE SHEET 16) DETAIL #22 DETAIL #21 INSTALLATT WIRE ANCHOR © SLEEVE ANCHORS B T� INSTALLATION TO MASONRY WALLS MASONRY WALLS MIN. DOUBLE D•K4' WOOD L STUDS REWO W/ 0 0S5 e e 0 e 5.6250 30.625' He 0 CUPIN STUD ANCHOR (SEE SHEET 18) Val X 6' WOOO 3/D'-16 X 6' STEEL SCREW LAD DOLT RRIAGE BOLT W/ NUT AND WASHER. INT4LLATION IDETAIL #22A OF 3/8°0 LAG pETAIL #22B SCREW S T❑ WOOD FRAME WALLS S 4 0 CARRIAGE BOLT T❑ WOOD FRAME WALLS MAX 1/4' D ALL AROUND SHIM SPACE AMB 1O 1/D" HANDS, MIO p�. w 5'ERM B J/0'-12' O.C. BEOW:EN STRUCTURAL STEEL. @3G9MAL R AIL AROUND CHANNEL, W/ MW. J/B' THICK WEe JAMB OR HEADQ AaODun B 1 O RedcW(e r 0mpvq BB SPOT WELDS STRUCTURAL STEEL CHANNEL, W/ MIN, • WED ON INSTAUATION A�FwD�m•wNo IrO uo/ O 1/4' THICK WED p5 FOLLOWS; B0 TOP k BOTTOM OF JAMBS AND O 1D' O. O. THEREAFTER AODRIONALW,, i (B E SHEET is) AT 1Z' 0. C. AT HFAD BE SILICONE E I'mouc48LVIA60 ALL AROUND DF_TAIL k23BINST e"Aatl°' DETAIL 023A INSTALLATION OF JAMB_01 I S F.H. M,S; 3/80 STCT:1 CH NNEL THRLi WELDING �irr �TO STEEL CHANNEL .A�./STASOF �"m 910EL f(U,EIE�I.OUKJ(Ztl A95EMBNE9. ._ . DRAWN DI DAYBAR INDUSTRIES LTD 0+/LD/IE rR W 61I 4PM. B0.1uIIP1. >a HaD o°XisnLb1wi we+w T 2-01 J AaLrmw w LEAF ANDTHE ©WIRE ANCHOR FOR DETAIL #21417, STEEL WIRE ANCHORS (0.1570 DU4 9 1(2' LONG) IN HORIZ. U Min,-95.9 Ka, FY Min.w40.2 Kai Q7 ?PIECES GOMB�LTIDN STUD_ ANCHOR FOR DETAIL #20/17 CUPIN STUD ANCHOR UATERIAL' CAM 20 (O.OI AMA-:6A A-60 M AANNtt1IFAIED STL4L Isom-voL calm ® FMA BUTTERFLY ANCHOR"(PART #PILLS) LOR DETAILS 22/17. 22A/1722B/17 29A/17 MATERIAL- 18 GA SATIN CDAT RRODUCI ALVIN& .L pb1.L.WCfRaw L.p,.n . bw RLOACCLLL mm an\r1Y itl1NL 6-oi N ti� RMpOULVi c s�noLa aMaca mP .uiomn' I L 6IFLl DOOR M/aWC9 'AY 16 OACE . SR:FL iLAU[ LOU a F99CM9MC0. Lav " ou" a DAYDAR -INDUSTRIES LTD al/w/12 wtt w acrc wren _ aii aw a m`� we wew0» 12-013 owww xe DILL'OF MATERIALS, ITEM QTY DESCRD'TmN MATERIAL SM AND SPECS 1 1 16 4YWE JMg, NEAR FRARK GAZES M. 16 GAME 00 HONINFL ALL. MI9'C U CF TDS SIM W. READ, JAMBS, REWOILOml15 MO ANCHORS ARE EVMVma L GALVAN M 31C (TM ON, ASTH A655/A653R CCATSNG DMIOR4THN Ma. KNOWN CCNERCIELLY AS PAINT". CALVAREAL W MIN. TENSILE STBENCIN N AL MIN. PLO STREAM 49 %Sl, ELON.AINN 4% 5 2/4' WEAM X 2• PAS A R96• NN MICR = SHEET 91 W 1 N GMOE UPINNAL ICAO DRAKE GR1E3 NIS' BANE.A9 ISSN 1 S 3/4' WTH N 4 ]/0' FACE N ASN NIN THAN (SEE SHEET 91 10 1 1pRFACE STRIKE RO-TwoN N CAGE aPLVANEAL STEEL It ORM Ro,i- NW % IM2' + NOW CON, SEE RETAIL ON WEST A 2 l N CAUCE FWEWFNBO9ON WGON Ca N[TITAL V/ CORE: IB aAUGE A4O MWKUN ALL Ca1PNONYI G THIS W., PACE LMETS, INIFPW. CN6VIl1lf8 And RCIIEWGMGN. AT9 ARE VIAf]ED ITEM PABGMOM NI ASIN AWL. TV AM A6EJ/A653N, C@iERCIR. STEEL RIPE 0, COATING SCESTRIdM°Om 0 ANSI. gSMo YIELOSOAGSIRGRANSIRILM 45 EST, MgaTM 4M V/iEMILE I It'll PICK N L045 NM), so6=1 6. ' , S B 0 GA GE DOOR "I ROA UM ITEM 11/4• k W. k 6 CAUL£ 4' C 0 aAWE FRANC HOM RNKi IRVINO STEEL i V2• N B 314• k B aPUGE 0 • 1 SINIXE REINFORCINO GRAREI STEEL. 13 % ] SA6' 111 QAME LOiE XLH 6 AS NEED VON: Mros MINORCO STEEL V/ WL Plo STREAM - 1ww M4 ...... E INS1.9M . 919 Nd 9 V£ LxA N ANT' MUL ONN[fER i N RM'0 OLIRM STUD W PIECE CORBWMNW ITEE4 ARM A-65]. A-60 MVANIEAL l iI0• k 9 9/e• % M 4AUGC VAS KW V/ (41RB k 1 S/a' VAPO ¢REVS iA Ai REED qA WTI Y AR9M0 GpMr 1PTI-°R)_ STEEL 19 GNJGC ➢TEFL SAIN EMT. a A9 REVD NN NICIGI BLLT9 6TCEL, V/ Pi • oxvo RLL YB' k Y EISL LCN!-SLEEVE MLtdp 0 AS REDS VMD SCRLV Into BOLT 9tm, V/ . 4190 RRL C/0' v 61 TA AS REOT CAROM M6Y4A MIT ➢TEFL. W F4 • 45PO RRL 'Ye'•16 N 6' ilF0. CAFAIAGE �T CN MIT qX0 VAOCA PER AM /Y]a] 90 9C IO M ROT A9 REM) S FN IL3, i0 31EE1. LNANOOL TI[mUNN BELTING 6TG1 CHRN6L VRDIXp HINGES-WOER BEIB19. BnIRBND OR BTMLEY FOBl14, fB516• BIFEL. VI • 45,009 oRL STEEL Lim EL6aIGME f1EEl S/B• A S VIC .. 1. ML PW A6TN AiWi VFLD Ni IMTALLRII@I. HIW 1/ -' , MTN Mo l5' I U, STANCMIO MONT CPA iKIM, MOUNTED TO TIME VAN N•24v1/Y RN3. IT 1 AM EMIT VON MONK 90,11L N CIO 11 TRIM A9 PW NMODgCNREF3 CATALOG Aq OtR ATTACIEO M DDON V/N) 1/4-20.q' MS IS I L NESTGE TOM, SCINLC[i9W0 =3 V/ Ma SIT A9 PEA KUWAPUKR'0 CATALOG IEEl3ISC ICON ATIAOCO Y/Nl 51844+1I2• LGV9• IS L EYLOPNRCAL LOOM - SCEOAGC D EEIp. AS RNA NAREMIpRFA'3 MALE AfiAMM M iMYE tlASE V/l2) 1E-94vVX SLREVL 14 1 VIVO SORT, - SpAAGE B GAGS AS POI NAMEAcEUR[AT C ITALM ATTACHED TO MERE HATE WM) e-YNI/E' ftJ4EVI LD ' IIA L I VON q A9954 PJDOVAELE NLLLNN iMA STRIP fN9 @41L CWRO PflMOTS ANYW O1EW PONT A CJ1 GRADE I STEEL NZIONME EFOMEO TV 49p9q%WW-"TE VIM IN BAvo-lug/4.OIM) NA.D¢ GSVS CT°FI.RW /E' M9 SG¢V SS a 1' 6WN GIN EN° AND 4' OC. 9 RE VIM BY MA Raw N 1 MEMO (NATIONAL [MIND PR NAA)TI A99MA) EXTRUDED AMNRRN (606O-TB MJOY) FMBEON=01ENT IO%MlCATED Y IC �%A'TEA�NED TOSop q10 0�46 G L4• 9. M TMCM ARVW8 V/ 1 114' NIN. Il l 4 V2' IONIC End REVOURCNG FCt ODOi OALVANIEAL tfC6 lYJ• + 10' • p134' NOl INICN IB 1 CON SOEAIE BOLT REINFMC411 CALVANATAL SRSL 14 GAGE <0Ai4') + 4601• N d:AO' • 9aN' LING Ila AS REO'D IOLET. 1600-A LWJER S SECURITY BNLLE AS PW NAYIEACINRCt WR LWVERJ. M E4' v 24' CNW), SCE OOET B P. WARS 1 WV4VON2 S0 1 619' Mml MARVIN P0.YSTYRM m CGRE DR 2/4• CELL PAPTA 1 YMN6 li0• PICK' D[DR NNE, MOVER E'LLKTTptu: SMID NM =0 FUND TYPE L PCP COYV'WNOL Tp g81X C9I6 eY ➢YKRii KONRR LLC. OR i/V E[IL PAPS¢ HOEYCON 00\.'DED TVACE 6IG.ET VIM CONTACT ANIE9M N6U MD E •n20-, AIRiGTIM RATE Di O CRNIS PER SRJARE EMT ON ALL CURES 21 4 W UNO A 213 0 MUIR SNVACE BOLT SIM W WON FWNI EMOV, To OODR WHE P100°0R-O4An T�8 a ROTOV TON MIA C°NI& "'ESO NO RETKCGVRY 1 FASTIED TV TIM BB 23 IN EKE AS hmi 1 1 1 IAPCOI *MO s MOROSE L= MO NM PANIC MWE RLOEClCENINT SOI C1La8WIC& LOCK MO MCCC BOLT NDMOi 7 MON 91WACE wm REWORCEX.F SIM N074• MR PICK 6ALVMEAL STEEL MTN CURT STEEL COMM TNC( VALVMOEAL STEEL, S/16' + 1 2/4' SM SMECT 15 FOR SUSONJUNTS .AGIAACW A2 SSPB SEE SHEET 16 1111 BOA" CAPINTA 14 GACE ND74• Nall v i "I • VO19 + I6EW' LO4 2• 26 1 ECOR T®/ MTTON EIO CMMDm 16 GAGE GALVAMMEAL STEEL I6 WCE 1605E NW . LSNE RI N3T5. 21 1 7ASTRAGN. RAW Nal MHO( A NO GRACE 9 6TELL DDi5' Hot MIS v ON . C)OW' + UP LOL ap I ON M TN' (AP EO C AGE WLVAHHEAL STEEL AMA-CJ3, A-60 SEE SACET 14 FOR $too . E9 ASIR9'W I NNPAP CE SILNI NE It MIN NIA ao AS REED 95D DaV MOONa MINIMAL SILICONE N/A Im®s1 YRuuli 4 ynuu xrvWc�a w'R v.,,.vu.v OOkaR 6 fSSEWdLI[ W°UAKN ABeC4�[4o ° YLV./A6 OINA'AX N E9T ED yL� LTD 01 V INC, ➢AYDAR INDUSTRIES DOC age NoN C[RIND C6NPINY '+�O.R. e n-.inPx iu[°Mv�C T4u xe 6a-wa'�a }u. om ev-xa 1x B mNv �. „E pv ,ReA OIILT 59 0i Ip PRbDvc.7 Afp&uvAL tz)� MIAMI•DADE RbLL-VP 'DoaR am nrrAnD-DADS couNTv PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTnIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADnIIMSTRATION DIVISION T (786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.m1flmidRde.gEv/ecoaonjv DAB Door Company, Inc. 12195 NW 98"' Avenue Hialeah Gardens, FL 33018 SCANNED still BY ounty SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Steel Roll -up Garage Door up to 22'-0" Wide with Optional Insidated Slats APPROVAL DOCDMENT: Drawing No. 08-11, titled "Rolling Type Garage Door", sheets I through 4 of 4, dated 12/26/2008, with revision B dated 07/29/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., hearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacmring address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading Waini-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or imier surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be, cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be. done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official - This NOA renews NOA 912-0110.11 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.14-0814.06 MIAMMAor COUNTY Expiration Date: November 04, 2019 O. 6 Approval Date: October 30, 2014 ' fD jE17vo) r Page 1 �e DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Drawing No. 08-11, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated 12/26/2008, with revision B dated 07/29/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted wider NOA # 09-0916.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Forced Entry Test, per SFBC 3603.2, Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2221, dated 12/11/2008, signed and sealed by Candido F. Font, P.E. Z. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE, TI-08-2222, dated 12/11/2008, signed and sealed by Candido F. Font, P.E. 3. Test report on Tensile Test of 22 Gage Galvanized Steel per ASTM E 8-0 1, prepared by Hurricane Engineering & Testing, Inc, Test Report No. IIETI-08-T176, dated on 12/1612008, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Structural and anchor calculations prepared by Al-Farooq Corporation, dated 07/28/2014, signed and sealed by Javad Ahmad, P.E. "Submilted under NOA # 09-0916.01 " 2. Calculations of Series 22' Rolling Steel Door, prepared by AI-Farooq Corporation, dated 07/24/2009, signed and sealed by Arshad Viqar, P.E. Carlos K Utrera,P.E. Product Control Examiner NOA No.14-0814.06 Expiration Date: November 04, 2019 Approval Date: October 30, 2014 E -1 • DAB Door Company Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory. and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/20I7. 2. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 3. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC and no financial interest issued by AI-Farcoq Corporation, dated 07125/2014, signed and sealed by 7avad Ahmad, P.E. toi zl: l+ Carlos M. Utrera, P.E, Product Control Examiner NOA No.14-0814.06 Expiration Date: November 04, 2019 E -2 Approval Date: October 30, 2014 RR GA.,COLD FORMED STEEL (g51A MIN, VERD STRENGTH OF SOODC CALVM'12EO ACCORDING TO ASOV MIH A DOMINO DESIGNATION OF EXTERIOR AND INTERIOR .BID F c- 2.400 2.9as INSULATED SLAT COVER 24 CA, COLD FORMED STEEL ■ \0 0 0 Q W 'RA62 2.375- /(I, .700 .100 !— WHO LOCK 'B' 14. CA. COLD FORMED ONLY. STEEL CHUN ASSEMBLY q 0 c _..;.._. ... _........_ ._� p O ... _. .. _ .., n N.. T —_.. ..—. 10 r. a L.—A O,� MAX. DOOR WIDTH + 22'-0" 30 ONT V DOOR ELEVATION LOCK BOTTOM BAGINTERIOR OR EXTERIOR EAN tlNM.YLlI �¢ ._I C FROV aC& I'RCN m emp17W vlE. Os J. FbTWA „ AAe N. BMlem bO"C.Wq MAXIMUM .DESIGN LOAD RATING = + 60,0 PSF . (FOR SRES SHOWN OR SMALLER) — 60.0 PSF GENERAL NOTES- THIS PRODUCT IS RATED FOR LARGE MISSILE 3 1. iM15 PRODUCT HAG BEEN DESIGNED AND TESTED TO COMPLY 14Rf1 _IMPACT,M THE' REQUIREMENTS OF MIRE FLURIDA BUILDING CODE (FBC) FIFTH EOIJI04 (2014) INCUMING HIGH VROCRY 11URFIONE ZONE ONNZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON WAILS. o ANCHOR EMBEDMENT TO BASE MATERIAL SHALL OE BEYOND WALL i DRESSING OR STUCCO. Ens° m AD mm A L� 0. GUIDE AND WALL ANGLES SHALL CONFORM TO ASTM A-O6. OIDL ;ff ANFLl PE 70592 A. AFL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED MOM STEEL. FAN.S5 AS A ANCHORING OR WADING CONDITIONS OTHERTHAN THOSE GROWN IN THESE AETALS ARE NOT PART OF MIS APPROVAL. ����.... 6. SLIDE DOLT II/4'.7H1X LATCH) IS INSTN.LEO AT EACH END BOTTOM, -- AND SHALL AE ENGAGED DURING. HURRICANE %IINOS, dmwing no. 7. ALL USE 4E7 XXJELEM �ESTO A,AND 0/16"" FILLET ORE. AND S.FO.C' 08-1 . ,ehaalr- j of q + EXTERIOR OR INTERIOR 0 9 0 $g b�.g 42 4 nc DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL 33018 r (SM) s s - M4 to d� 4 0 s;n s> AL-FARODQ CORPORATION enew,se.rRDDuerosvE,avtiglrr +mc&W.87AVE MY1M4 MRIDA33174 Oh. SS XPAK SOLT 3 EYPNJSIou ANcxncs Y' CVIDE ANCMR SPACINC - INCHES RVilLOA09 VpDiH 14 FT. MiNIAIUM EMBEp1AEM 4 INTO'3 00 PSI CONIC: UPTO'LOADS UPTOLOAOS 30 PSF _ 00 PSF' 10 10 INTO 440M UWOOOfl 50 PYORD 10IB FT. 5.5e 10 10 - 22 Fi. 10 .�1 10 A I fIX tleY I e a Qa AT N. P X 1/2'. WINULOCK MR 2' X 3- X 3/18• "+ STEEL ANGLE 7/8" 3/16" X 2' LONG WELDS AT EACH END 10' D.C. M. EXISTING EXTERIOR OR -INTERIOR ' GUIDE DETAIL 1/2• X 3/16" WENii BAR CbNC�, WA CHART 'A' MAXIMUM DOOR WIDTH SLIP INCHES UPTD 14 FT. If2 IB FT. 58 22 FT. 1 314 'E' GUIDE DETAIL 'STEEL STRUCTURE A449) P tLO CPIDW CUIGE /4' '+[CURED TO DIN. 1/4' TI®CK STEEL STRUCTURE WIT11 ]/16' YIELDS AT S' FRON BOTTOM AND 10• O.C. 'SEE SCH. FOR'WELD LENOTS IWIKIIUM WELD LENGTHS POOR YOOIH UPTD 40 PSF W10 50 PSG11PT0 AU 491 UPTD 1ST Fr. I• 1' 1• _ IB FT. 22FT. IA 1-1 B' I -I a I-IIJI 1-1 4' 1-3 0" 1/Y Y 1-1/2• IIIX IRAO DOLT LOTH WASFRO4 AVO FIANGEO NUT (A(T {' F IA " O OOTTOM h 10. D.C. M)01AT R0NAl AT TOP OF IMCK 1/2" X 3-1/2' X 1/4• dL ANGLE UR� 1 s SHEAR GUIDE DETAILS CAN BE, USED I g. SUPPOIDINC SIONCFORCES AT, E[ H JAII8EO TO SIIPPORF MR b SI TENSION FORCES AT EACH MION o IN ANY COMBINATIONS. FOR DEGICN VALES OF SHEAR k iENSSU SEE SCHEDULE. IIIIVIIII •— ". sI�-il ARCH./ENCD. TO VERIFY AGEGUAGY OF'SUPPORTItIG SRIUCTURE. F fnOr. JAVAD NIIJAp FORCES ON GUI E fl. 'LiAIgmum 40 PSFL1�5�51rk DOOR WIOIN TCNSION SNFAA PTO 14 R. 2BJ 1010 PSP 40 PSF 511FAR 136] IE6�61�11 440 SHEAR IY02IS H. 3YJ ISG1 FT. 45] 202C 109C 2538 550 00 2418.22 ]043 41-PCE PROTIUC7 "INMIA m2 tlnplYin w1V11hpFbINXAcupm No�l') BY Nt�AI (tneol I dr Iriva g nG. l OS-11 ---- gfall r• 5 O I�L,_' �-` � lvc aee eszn ,on 'it ROWNC NPE GARAGE ODOR � AL-FAROOQ DD �. I i��/z' - r w ,aza�, .w ow+� rai am DAB DOORS INC. E++�wFIItsG rzm � - m+wmzo»ez moc c.w.mnve m i(;,_,,; vcmo I 721.99 NlN. 98 TH. AVE muun4 rwlanAs c � � a mom, II HIALFAH GAROENS,'FL 33018 �I �Oc,.l�wawo _ rx q`' J IFL (3p5) 156 - 661� III YN op U c i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (ItER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Daybar Industries Limited 50 West Drive Brampton, Ontario, Canada L6T2J4 SCOPE: ,OA r pr+Lo�7v 4:'Jj D o MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Streci, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.nilamidade.gov/ecotloluv BY St. Lucie Countv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianhi-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hun•icane Zone. DESCRIPTION: Series "LS-18" Outswing Louvered Commercial Steel Doors w/ 16 ga Frames & whvo Panic Exit Device-LM Impact APPROVAL DOC r +NT. Drawing No "12-013 REV 1", titled "Double & Single LS 18 Outswing Commercial Steel Doors w/ 16 ga Steel frames -louvered assemblies", sheets I through 3, 3A and 4 thru 19 of 19 prepared by Tilteco hrc, dated 01/20/12, signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. )MISSILE IMPACT RATING: Largo and Small Missile Impact Resistant Limitations: 1. This door is not approved where Air infiltration requirements is needed. 2. This door is not approved where water infiltration requirements is needed, unless complies with overhang requirements per FBC. 3. Min edge distance required for 1TW 3/16" Tapeon (item #22) is 2-5/8" and for Power 5/16-18 caulk -in anchor is 3-3/4", LABELING: Each unit shall bear a permanent label with the manufacturer's mmne or logo, Brampton, Ontario and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, anti/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiation date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at tlhe job site at the request of the Building Official. This NOA renews NOA # 12-0216.07 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chandn, P.E. NOA No. 15-0123.01 Expiration Date: April 22, 2016 Approval Date: April 23, 2015 Page 1 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (Submitted under files #12-0216.07/#10-0217.04). 2. Drawing No "12-013 REV V, titled "Double & Single LS 18 Outswing Commercial Steel Doors w/ 16 ga Steel frames -louvered assemblies", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc., dated 01/20/12, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. Note: This renewal is FBC 2010 with no change B. TESTS (Submitted under files #12-0216.07/# 10-0217.04/05-0620.07) Original test conducted per SFBC PA 201, 202 and 203-94, now termed as TAS 201, 202 and 203-94. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 (except sp# 7 louver) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. HTL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1, 2, 3, 7 & 7EMB, signed and sealed by Vinu J. Abraham, P.E. Note: The above test report has been revised with addendum letters dated Dec 16, 2004 and a revised marked -up drawing issued on 12-15-2004 by Fenestration testing lab, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC-2007, dated 02-01-10, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. (Submitted under files #12-0216.071 # 10- 0217.04). D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jr. MATERIAL CERTIFICATIONS 1. Tensile Test report No. Job#0279-0719-03, dated March 02, 2004, issued by Q C Metallurgical, Inc, per ASTM&8, sighed & sealed by Frank E. Grate, P.E.(transfened from file # 10-0217.04) 2. Notice of Acceptance No.11-0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for "EPS-Expanded Polystyrene Insulation", expiring on 01/11117. F. STATEMENTS 1. Statement letter of compliance to FBC-2010 and renewal with "No change, dated JAN 14, 2015, issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of compliance to FBC-2007, dated January 29, 2010, signed and sealed by Walter A. Tillit Jr., P. E. (submitted under File # 10-0217.04) 3. Facsimile correspondence dtd Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel in lieu of Galvanneal Steel & BCCO response dated 11/23/05. 4. Statement letter dated April 09, 2015, issued by Certified Testing lab, for re -test contract, signed by Jim Blakely. G. OTHER 1. This NOA, conditionally renews NOA # 12-0216.07, fnr one year, subjected to re -test, until 04/22116. 2. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center, Key Largo, USA, signed by Mark Dodson and Bob Wolfe, respective officials of the companies. (Original in file # 1 I-0520.06). Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 15-0123.01 Expiration Date: April 22, 2016 Approval Date: April23,2015 E-1 SHEET PIDEX, COVER SHEET & GENERAL NOTES SHEET11, 2 ASSEMBLY ELEVATIONS No I, 2, 3. SHEET ASSEMBLY ELEVATIONS No 7, 7-EMB. SHEET 3A MAX DESIGN PRESSURE RATING SCHEDULE (PSI SHEET 4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. SHEET S HORIZONTAL SECTIONS A -A & B-B. SHEET 0 WOR17ONTAL SECTIONS C-D & V-G'. SHEET 7 VERRCAL SECTIONS O-D, E. F. O. H. I AND HORI7GI4TAL SECTION J-J STEET 0 MODEL 1300-6 AIR LOUVER DETAILS, SFEET B FRAME SECTIONS. & REINFORCING DETAILS MD THRESHOLD DETAIL SHEET 10 TYPICAL DOOR SECTION, 2' ASTRAGAL & ASA STRIKE REINFORCING SHEET 11 MAUON INSTALLATION DETAILS, SHEET 12 SURFACE SOLT INSTALLATION AND DETAILS, SHEET 13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. DI SURFACE CLOSER REINFORCEMENT DETAIL DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY, SHEET 14 ODOR SNAP IN TOP CAP DETAILS, EFEEI 15 NHGE BAR REINFORCING FOR DOOR ANSI 0AII5.1 BB MORTISE LOCH RIM PANIC REINFORCING DOOR SURFACE BOLT REINFORCH DETAIL. SHEET JIB #101 GYUNORICAL LOCH AND DEAD DOLT REINFORCEMENT DUAL. SHEET 17 ANCHOR DETAILS. 5HET7 IB WOVE ANCHORS DETAIL, 2 PIECES COMBINATION STUD ANCHOR DETAIL EMA BUTTERFLY ANCHOR DECAL. SHEET 919 BILL OF MATERIALS. AAAX ASD DESIGN PRESSURE RATINGS (Dap) REQUIREMENTS FOR ASSEMBLIES. * * SEE SHEETS 2 & 3 FOR ASSEMBLY DEFINITIONS ASSEMBLY # WHERE WATER N REQUIREMENT IS NEEDED D*0 LTRAMON WHERE WATER FI= NEEDED REQUIREMENT IS I +65,-65 +65,-65 2 + 65, - 66 + 65, - 65 3 +65,-65 +65,-65 7 + 05, - 53.3 + 65, - 53.3 7-EMB + 65, - 53.3 + 65, - 53.3 to APPROVED ONLY WHEN CANOPY IS PROVIDED IMMEDIATELY ABOVE THE DOOR LOCATION COVERING THE ENTIRE WIDTH OF DOOR AND PROJECTING OUT A DISTANCE EQUAL OR LARGER THAN THE DOORS HEIGHT. NOT APPROVED IF THE A60VE CONDITION IS NOT COMPLIED WITH. THIS DOOR WAS NOT TESTED FOR AIR INFILTRATION 1444 OE CG.BW 1. DOUBLE & FSC AND SHALL -NOT EHGEEO THL .11Wm Lna.u.l N ORDER TO VERIFY THE ABOVE CONOINON, ULTIMATE DESIGN WIND LOPOS DETERMINED PER ABBE 7-10 SHALL BE FIRST REDUCED 70 A.S.D. DESIGN WHO LOADS BY MULTIPLYING THEM BY CB IN ORDER TO COMPARE THESE W/ MAR. (A.S.D.) DESIGN PRESSURE RATINGS WDICAIEO ON SHEETS I & 3q. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D., AS NEEDED. WERE NOT OVER STRESSED, A 333 INCREASE IN ALLOWABLE LOAN FOR WHO LOADS WAS IiQI USED IN HIM ANALYSIS. HOWEVER. FASTENERS SPACING TO WOOD ELSE BEEN DETERMINED IN ACCORDANCE %PH N.O.S. 2005, MOp♦11ONED CODE AS PER PROTOCOLSUACY FOR %RD µTASID P20 LOAD TEEN AS-203 AS PER HURNCAMEE TESANCE TSECTION LABORATORYREP0620 9TTME ABOVE FLORID- 712-03 AND AS COOS 2PER SUBMITTED 2TDSTRUC flAL CALCULATIONS, ALCUN�LA ENS, PERFORMED AS PER SECTIONS 1012 & 1B10 OF THE 2, ALL COMPONENTS SHALL RE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AMID AT BILL OF MATERIALS (SHEET IF) OF THIS DRAWINO. 3. COMPLIANCE OF EGRESS / ESCAPE REDUIROJENTS OF THESE DOORS PER FBG TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE BASIS, 4. ALL SCREWS USED FM ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STMNLES5 STEEL 304 OR 310 ANSI SERIES OR CORROSION RCSISTNIT COATED CARBON STEEL AS PER DIN SOO1B WITH SG ME YIELD PONT AND 90 Uzi TENSILE STRENGTH & SHALL COMPLY B/ FLORIDA BUILDING CODE SECTION 2411,344. 0, ALL WELDING TO CONFORM W/AMERICMI YIELDING SOCIETY AW,S. D.I.3 AND 0-19.0 REGULATIONS. USE E BOKX ELECTRODES 0. ALL ANCHORS FOR DOOR FRAME CONNEOOONS TO ENSTING STRUCTURE SHALL % ryAANS SPECIFIED ON GERI 17 OF THIS DRAWING. MAXIMUM SKEE, ANCHORS &1 SPACINGS FRTEDIESI OLD ANCCHORS,SCHEDULE AA NND SHEETNI SHEET MOWON ANCHORSS ON SHEI.TS 2 & ] OF THIS 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS NUICATED ON SHEETS 0. B. 7 & 17 OF 19. B. THIS DOOR WILL A wu A NHGRIOAHE PROTBCTION DEVICE. 9. SEE RANI. &S.D. DESIGN PRESSURE RATING REQUIREMENTS FOR WATER INFILTRATION AND LIMITATIONS FOR AIR INFILTRATION FOR ASSEMBLIES ON THIS SHEET- Ia. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME, THRESHOLD AND VISION RITE COMPONENTS INDICATED ON THIS DRAWING. HIM TION FOR A SITE APPROVAL PROJECT: II- VERE THE SITE PREPARED ONTHIS DITIONSNEER IS TEENAGE FROM LATHAND P.A.D. ES Nor PROVIDE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTIONS PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 1III5 PRODUCT, BASED ON THIS P.A.D.. PRONOED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCMCR SAFER AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (P) INS PRODUCT APPROVAL DOCUMENT (PAD,) RILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ENO ENGINPECIFIC PROJECTS EER RECOM (CO.P.)RAFOR THELL BE PROJECTAND WHO WBY A L L BE RESPONSIBLE FOA REGISTERED RA THE PROPEROR TUSEICH OF WTHE P,�D.NE THE FIp1111111(o) ORIGINAL PAD, SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFE5510M ENGINEER OF RECORD TH47 PREPARED IT. Wy;j 'it III MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. •—_ OAc LAN SMALLISTILIE1D�ED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: D WEST DRIVE. BRAMTTON. ON CANADA LOT 20 IAMI-OAOUATdY DY PRODUCT CONTROL APPROVED, LLOV,AAO PRAWN GY DAYBAR INDUSTRIES LTD 01AtoA11 PATE or D iil ,m PIe Cm•ww w,me-uo, 12-013 wn PI*nvO ne ]HER I or 01 l0 S 131Nt o . m is m.-x�Xob •y, ���• _>,. XA w 0xanre0 nl-uvro £ 10-21 au+-"oileiat�dlu mw [vl m` fculmo •.Wm+axw aes>,va 'jvvdwoo o •iHl W.510 aii smusnmi AO NMNO '63aSN]65Y 03yDA001 ]NdN V313 N000 V31S "ON3YIN00 roaM'3'a 3040 01 AV. UW35/M n lu a10][ 330N15 % 310n00 loon snoa 33adens Hna1 /A sNooa 31anoH a S1'0 e 33tldi11S aAl'/A MC 319NIS WAS1n0 I14' QI tp �aTI�4k M4ily . Y' � E■ I �m I w. '(AM1A i:tl C N,LtO'J 3PGiMv, tip dO uv S 60' ,, !Vv0 'SNOI1tl1IHil MIIVU1114NI VIa aWV SAM WIn033 Na11tltl171dN] 1 H3IVA NO 43SVH 'SNOIIVNIAW03 A'IaW335tl dOd 31n0?NSS •r' C ONuvu 3WSS938d No1S35 'a'S'a WnHINVH HO1 VS 133HS 33S wo.a,+'Iled. '$L° vWvu.Agvq y'''.�SN30 % ii �o`,1` ' p1q 0•'ZC wp 111111W11Hitl H MS NOUVtllltNW31VA NO C3SVH 'AIIN3V H3tl:I WnJ e AMI W.,Pwo oNI1VN 3VnSS3Nd NRISM'&S'V HnHIAVH bOd 1 133HS 33S yy 11 S133HS N13 SNIII133S 339 E '8 Z S - �SW3SSd Silas 33vans HnOd /A Iwaa 3ISnua 5 S37IA3a OINVd N18 HIHdna Hon /A sma 33ad31ns an /A tlaa31oms OmIASlna SMaOa 3lHnaa a 31DRIS aNIASlnO 02 I CY.YT 9© - All [ta © ��® Q®®O Ra 8 I2 2 y Hb >I 4 H61 T e 5 p ra 8®r 2 8 9 Inoln [0m xm viuoln 3nro+�'+� wl®0'xrx ar—' G b ly VfI� 11 • Vpl tii al � vIW Q d vP 41W aMM-. I ma nwN3tl mn0atldyl yI-�i�.—II y p yI xvn on.o]a(l_[,a 1 r921 I`u'\ I•TM I I R r 14 I r� M m New., , ,, Ili, ggr• � I I ,YY x DETAIL 016/9 10 NAIL FRNS VIYITI EA SIDE ]6 ryAN. YWR VIDI 9C . .� I -- ID HAM--r it J— DETAIL � STYE ]6 I" 7 ,lip_ N AA 9C & �1 95 9 9 IAI A N fjd 8 q 131 4 B EDI DI a _ 3 4 10 17 D'S u E.Y9-"1 I—�.�I�HAW -•._MAX-'I 2.19 0 J ID' G.C. RAIL PRODUCT RFMUA.,, MIM I, luEnlN ute MAY B01HM1Cs4r AsrtNF^seN � 2 '�E*NI.APApeI TIONS ON SHEET a Wib'�0.n 111C DFNrsUrF DMF � Dxlf/ .F �t 1p/,VI-4DF COWIY - SEE SHEET I FOR MAXIMUM AS.B. DESIGN PRESSURE RATING FORUEAECMHBNATSSSMOLYAIRBAISNEFDILOfAOTNER INFILTRATION REBIRTRTLIMITATIONS. - SEE'SHEEi 3A FOR MAXIMUM A,S.D. DESIGN PRESSURE RATING ' .SCHEDULE FOR ASSEMBLY COMBINATIONS. BASED ON WATER INFILTRATION REDUIRERffNTS AND AIR IN ILTRUION LIMITATIONS. BI 3 In 10' W. M. INDUSTRIES LTD mnsnx (BAR OAIF eercsA .. �mynloll. w me u>-eom rAYi Om Fee-aol 7 p-013 OMMPO llo SM[5 J O5 MAX. A,S,D, DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS 'COMBINING ASSEMBLIE #1 THRU'#7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE ',N, ITEM (SEE SHEET. 19) ANCHOR SPECIFICATIONS AT JAMBS n ASSEMBLY 01 (SEE SHEET 2> ASSEMBLY 02 <SEE SHEET 2) ASSEMBLY.03 <SEE SHEET 2) ASSEMBLY '07 (SEE SHEET 3) ASSEMBLY 07-EMB (SEE SHEET 3) xx NEW xx 1,n xx 6 6.157" DIA,x9 1/2" LONC WIRE ANCHOR (SEE DETAIL 21/17) +65, -65 •+65, -65 +65, -65 +65, -53.3 +65, -53.3 7 .2 PIECE COMBINATION STUD ANCHOR (SEE ➢ETAIL 20/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 B EXISTING MASONRY ANCHOR & E,M,A, (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.2 9' EXISTING WOOD BUCK ANCHOR W/WOOD SCREW LAG BOLT & LM,A, (SEE DETAIL. 22A/17) +65, -*65'+GS, -65 +65, -65 +65, -53,3 +65, -53,3 9A EXISTING WOOD BUCK ANCHOR W/ STEEL CARRIAGE BOLT & LMA, (SEE DETAIL 22B/17) +65, -65 +65, -65 +65, -65 +G5, -53.3 +65, -53,3 9B I-C CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" STEEL FLAT HEAD MACHINE SCREW & C,MA. (SEE DETAIL 23A/17) +65, -53,3 +65, -53.3 +65, -53,3 t65, -53.3 +65, -93,3 CHANNEL IRON W/3/8" STITCH WELD (SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53.3 t65, -53.3 +65, -53,3 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2, FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS,DODR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 & ➢ETAIL 23B ON SHEET 17, ' 3, FOR SINGLE &, DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7, Xm NOTES ON WATER AND AIR INFILTRATION REQUIREMENTS AND LIMITATIONS 1, SEE GENERAL NOTE 9 ON SHEET I OF 19 FOR REQUIREMENTS AND LIMITATIONS 4W wz ov'" PxEDUCI fl6j11mu al 6 �t✓MO,QpIryBy L1D1�ntM�N 1 .0 /2 •O/ AlpeopruvuAb F aea �Ik 9a A ".ev.µa. ew,xx ar )qa, I DAYDAR INDUSTRIES LTD °;oeii' e cnur,aY to vrer m".e. vwxamn 12-013 MAX: -DOOR WIDTH " (SEE SHEETS (2 & 3)_ .y r3.0 40 R10,875 JI �m i N 1.969 0 a QW MAX, D➢OR WIDTH (SEE SEETS (2 & 3) �— Cx! N 4I.04 .0 N F o� AN xw aw 13,0 £� MAX. DOOR WIDTH ^r (SEE SHEETS (2 & 3) _ 'ACE 37,125 o° 6.500 2l 500 MAX DOOR WIDTH (SEE SHEETS (2 & 3) MAX DOOR WIDTH <3.510� (SEE SHEETS (2 & 3) 11?)®Ctll 250 T- 13.0 9.0 —I 4--� F- 9.0 L 717.5-5,0 MAX. DOOR WIDTH (SEE SHEETS (2 & 3) ~m I 255 i N oN 5 ra 2 5� I NDTEI EMBOSSED DOORS W/ LOUVERS PERMITTED IN SINGLES & PAIRS LIMITED TO DESIGN PRESSURES NOTED FOR EACH ASSEMBLY MAX. WIDWIDTHow © ® 13,0 (SEE SHEETS C2 & 3) 1,937 -11- A —� 562 •-� yI ILLI r 250 a�,l ®p I s6 R30.195 _� 13.0 13,0 8.062I ® �C 1.937 19.562 II II II p dN 9,OH9,01^ In 1.937 5'0- ll ® ® 13.0 Bill IW� 34.562 ® �rAnonuquynrtFpg'n.&y E'naoppypkp ® £W MCI%11Atle MrIN �tlMil�Fbrltlx �9.0H90� 5.0 "I-w➢ mum �5 ., r/A ? ,,y( Yy,�.q�� R x x Of • x +l�.d ➢lul reailxo'a [Ilalx[cgllla [oNrAxr my x.0 w a wvo-w au wiw x-•.%al>Ail'.ilo.nu l+wimi-ifil ___eguu,. CONNEIICIAL Slfft 0°OR W/SENIts -AS' Is °AO[ SrEft ! ANE IOxVE E0 ASSENSLIEa, .ourl11 1Y DAYBAR INDOSTRIES LTD mxra oigc rxxeva, M ur Nl vw roe xva•xc vm uo-uov 01oire" 12-013 ogxwxo xo 5A W/ DOUBLE ROW OF xt/2' SMS SCREWS 01' FROM EACH END AND 4' D.C. e W/ DETAIL 21/17) "Q9�B LOUVER BLADES & SECURITY GRILLE (SEE SHEETS 8 & 19) 48' MAX. DOOR WIDTH - MAX. SHIM 5A W/ DOUBLE ROW OF /—ILbxl/2' SMS SCREWS LI' FROM / EACH END AND 4' D.C. ® W/ DETAIL 22/17> L& SECURITY GRILLE (SEC'SHEETS 8 & 19) 48' MAX, DOOR WIDTH NOTCH THRESHOLD EA. SIDE TO -l5 SEE SHEET It SUIT JAMBS, SEAL JOINT WITH IL ©9 GE SILICONE [I CLEAR SEALANT INTERIOR SURFACE APPLIED l6 WEATHER STRIP � 9f" LOUVER BLADES RITY 0,I25 SEE ECU SHEETSORILLE U & 19) 0, 48' MAX. DOOR WIDTH 00' MAX, FRAME WIDTH EXTERIOR SECTION A —A SCALE, 3/16'=1' NOTCH THRESHOLD EA. SIDE TO INTERIOR SUIT JAMBS, SEAL JOINT WITH 29 BE SILICONE 11 CLEAR SEALANT SURFACE APPLIED I—® (SEE SHEET 10) Q� WEATHER STRIP MAX. DOOR WIDTH �� INDU RIES L MAX, FRAME WIDTH Wxinwn DDDC'riB�iESTm—•' nNt, OV McHdn EXTERIOR neevyAl aFLLmPEv6tr ,7 .p. 0 6•0 AwM ro 2 AttcpmvM E 01 �AAew tw ' Jr E,Nn„o.1/G :TIO. B—B I „ aI- tM4nF Al I ALE. 3LE. /l " .11111CAA i!<</T'=_ Florida Huildin uYeE.. Code (High Velocity Hurricane Zone Ar1T •; • �,\ A('' y n ®Tan avvo we O.l. ) COMMSEFEL UOOSERIES 9W/SERIES AO. N OAOE W OUTOO 0701A15 MAV./AG STEEL FRAME LOUVERED ASSEMBUES, onntM oY owe/iE Lam* 1 / O� ! x4 1 :boy �X d 44 1(.•i LT '��i 9l4• �ISL Mg, Alan TUTuro a mowrFApD co, 11$ aw nv. 1Wy� s, s X nwv wmvv. ry sr e Pnu,lx.je, 1plmpiM ( 90111 111 c/ItTCn A 1v.s. flOxW Ll1lla DAYDAR ST TD oa o, 'E. uiv ay. v ruwp ru s i Fae-Oar DATE 2-01J Mw,-Deo[ eowrc L141 ! DP 19 NOTCH THRESHOLD EA. SIDE TO 7i OA W/ DOUBLE ROW OF INTERINR SUIT JAMBS, SEAL JOINT WITH 29 GE SILICONE II CLEAR SEALANT (SEE SHEET 17) I xlW" SMS SCREWS 01' FROM EACH END AND 4''O,C, ©W/ ®/j 2© (SEE SHEET 10) © SURFACE APPLIED WEATHER STRIP —1 ' 9% LOUVER BLADES 9®LOUVER BLADES ( SECURITY GRILLE EXTERIOR ( SECURITY GRILLE 17) 0,125' (SEE SHEETS 8 & 19) (SEE SHEETS 0 6 19) 0.125' 0,125 q8' MAX. DOOR WIDTH 48' MAX. DOOR WIDTH 100' MAX, FRAME WIDTH - SECTION C-C 1/4' MAX. SCALE, 3/16'=I' SHIM 1F ' MAX, HIM NOTCH THRESHOLD EA. SIDE TO SUIT JAMBS, SEAL JOINT WITH f5�5W/ DOUBLE ROW of © (SEE SHEET 10) ® GE SILICONE II CLEAR SEALANT SMS SCREWS /f EACH END AND 4 D,C,01' FROM ®w/ INTERIOR ri / ®� 7 � 16 SURFACE APPLIED / WEATHER STRIP � 'LOUVER BLADES 4&,SECURITY GRILLE EXTERIER L�ELaUVF GRILLE Or -- 0,125° (SEE SHEETS 8 & 19) 0.125— (SEE SHEETS 8 6 19) (SEE SH O48' MAX, DDDR WIDTH - SHEET A l7) 48' MAX. DOOR WIDTH----y 100' MAX. FRAME WIDTH RppY 161{iv SECTION L' � - SCALE- 3/16'=l' nr ":'•�"h •;- 11LIECOma, DAYBAR INDUSTRIES LTD y rM1lrt R°Ory° b w vhoen x° CouvlY eonoavp 6�ouma4 „A. }* "`v`..�,`I'v.jiliu I.w. nro-u"Y 'n1 +[u avn ne-wao'iue •m o�uo, 12-013 uwu-w¢ canry . �• r.vi. EA .=,.m .. p w....;°-amen`n w_ °x.twxa xa POURED CONCRETE REQ'll ©AT ASSEMBLY NI 1/2' MIN, GYi U WALL BOARD PLYWOOD SH 'U SEE MULLION SHEET INSTALLATION W SHEET -Q) BEYOND 9>LOUVER BLADES SECURITY GRILLE SEE SHEETS 0 & 19) 2-2'x4' I PLATE ER m 1/4•. DOUBLE ROW OF SDS SCREWS G V ICH END AND 4' U. C. W/ ©0 -11 16 1N1 SEAL' JOINT .WII 11 CLEAR SEALAI SURFACE APPLIED VEA714ER STRIP `Y STRUCTURAL STE L 9B DETAIL 23A117 &SECURITY GRILLE 9C DETAIL 23B/17- 5 CHANNEL WITH 3/B' ---0. 25• (SEE SHEETS B & 19) 01125, MIN. THICK WEB -- 36' MAX. DOOR WIDTH 40' MAX. FRAME WIDTH EXTERIOR STRUCTURAL STEEL MIN. 1/4' THICK x STRUCTURAL MEMBER IA'' HEACER MUST HE DESIGNED TG SECTION J-J POUREO 'CARRY M 11/FT & IE REVIEWEH HY HU[LtlING DFFILIAL CONCRETE ' &LOUVER BLADES SCALE, 3/16'-l' REG'D. CONTINU S SAMC & SECURITY GRILLE 'IPJ�Iv d�8' f AS SECTION G (SEE SHEETS 0 & 19) (AT BOTTOM) SECTION E SCALE, 3/16'=1' 2 + 20 STRUCTURAL STEEL CHANNEL _ C MIN. 1/4' THICK • 20 m C SEE DETAIL i 410-2 M 2Q rl 23B/17 1fC 16 it FLOOR LORLINE POURED 3> 29 GE SILICONE 11 CONCRETE @ 10 CLEAR SEALANT REO'D •C. MAX. 'SECTION D-D SINGLE DOOR DOES NOT NEED MULLION."1C O I_ATGH DNTO REINFORCER JAMB SCALE, 3/16'-1' CONTINL 0 ) Mtn'! {,� :'•• n PI R 10' ..s CI ti MAX. RI ,5 , SECTION G AS -SECTION 1 CAT BOTTOM) SECTION H .* SCALE, 3/16'4' _ •c IUY,... MIMfI - 09000IXI � II�; II��I1���7All,pppp '�� JIC � Il��lu � � �cadooai ■ i. POURED CONCRETE ! CM 10' REQUIRED MAX; SECTION f fE C SECTIONI PRO 9"DUEV EtiyD3E➢ =-M 16 Fbd& •D aT.Newo "v°•pM�E,Hm trelbvly N n/'a/'.p/ ai+Pnw 6.07 4 POVDLE a 51ML' "e '-� w...... m NE ASSEMBLES. OAtE mx.vA0. STEELDF, E LOWEAEOOE ODAOB DY DAY20 INDUSTRIES LTD DT/'D/'E GT[ w vwx z awa,�,rv�K nu •m ne-uw°A}u, vm en-Tuv 12-013 OFA'MNO Ile om� Vu' 6PI[I T 0/IB D 20 W/ 20 18 GAGEx.31x.4023.88 LONG TOP MTG BRACKET "NGLE EA. SIDE Ld IJ I- JC UJ )D8-32 PH HD IRU BOLTS W/ ANK HD I- SIDE CE ELEVATION) SPOT WELDS Ar CORNERS AND 8 3' O.C. ALL AROUND 18 GAGEx1.31x.25' x23.88 LONG LOUVER BLADES BENT.NOSING AT IMBS TYP, EA, END. 'ECURITY GRILLE :SEE ELEVATION I) FlIR LOUVERS INC' MODEL I500-A LOUVER & SECURITY C®RILLE SPECIFICATIDNS MODEL. 01500-A MATERIAIJ 10 GAUGE CBS FRAME CHIN. Fy=¢5 keD AND LOUVER'BLADES, 12 GAUGE (NIN. Fy=45 ksD CRS SECURITY GRILLE CON_STRUCT[M- MITERED AND WELDED CORNERS, SECURITY GRILLE ON INTERIOR AND EXTERIOR OF LOUVER WITH 13116' SQUARE OPENING I' ON CENTER. FINISH, BAKED ON POWDER COAT. THRU BOLTSHEAD ONE NWIITH OBLH K PHILIPS E SIDE, BEE FLO\ AREAS 40 Y. FREE AREA, 18 GAGEx.53x.82x23,88 LONG L.H. & R.H. i—JAMB ANGLES BLANK FIO l SIDE —1 SECURITY GRILLE & LOUVER ASSEMBLY YELEVATION7 Boos "I 1 TYP 7S� OB z w/ zo o➢x.o3 SPOT WELDS AT S C I. -A SLOTED SECURITY 113N 1) CORNERS AND N.7.3, HOLES (SEE ELEVATION 1) 2 3' O.C. (8)B8-32 PH HD TO RECEIVE 18 GAGEx.53x.82x23.8B ALL AROUND THRU BOLTS W/ LOUVERS LONG L.H. & R.H. DLANK HO 1 SIDE JAMB ANGLES (SEE ELEVATION) r y.5 r 5 Tjp SLTEb HOLES FOR (E W&LOBI ADE 2 JAMBS 1. 6 DOt1d �'.f:•?$I; } DOOR SCALE 1 1 1 9B MODEL 1500— IS GAGEx1.31x.25 EXTERIOR W/ INVERTEI x23.86 LONG 23.8875 LOUVER BLADES CUT OFF OVERLAP dd ' DENT NOSING AT TYP. I�pOYd IMBS TYP, EA. END. Fj is SECTIONB-B npbmD4D@91IYNy' y>:..cENSF'4�P 'SECURITY GRILLE N.T.S. B°Inap FLA° �� 5 (SEE ELEVATION 1) ^^�,+•.Dre .a z .y/ IDND-6 C°. TYP 2 SECURITY GRILLE ELEVATION 1 AI THICK any ELEV TA InN TYP LOUVER BLADE DETAIL SCALE I - 1 a NOTE- SEE MAX. A.S.D. DESIGN PRESSURE RATING ON SHEET I uvvuu, a a.nvu smm .o.� ... dCR4NE GfFFL ROOD M/SERIFS ;Al''AS' 18 OAGC 41[fl I'll LGIIDf FD AFSEA9LIf . IAAV./AD. DMWH OY DAYBAR INDUSTRIES LTD 01/1D/I2 DATE 1°ouw`"ev. 12-013 of mlow >ti vas m-moo rr, YDD mD-M, DQMNo H. 1 LS00 o ❑ AT FRAME r us7s T MATERIAL, GAUGE 12 MINIMUM (0,097 THICK) GALVANNEAL, ATTACHED W/(2) LONG MIC WELDS ONE/END. I, DIE MITERED CORNER CDNT, [TAnnARD� WELDED INSIDE FACES & ,AT RETURNS 2, CAULK. COMPLECE INSIDE CORNER WITH GE SILICONE 11 DETAIL 16 TYPICAL WELDED CORNER E.129—•—L9DD--� �� r �o� TH EXTRUDED ALUMINUM RESHOLD NGP. #950NA — LOOoO OA)00 0.01oo g 0.0309 — 4 0.07• N Mao O oust nor MATERIAL, t."30 le GAUGE MINIMUM STEEL GALVANNEAL Q 4 7/8" STRIKE REINFORCEMENT FOR FRAME DETAIL ATTACHED W/(A) 3/16' 0 PROJECTION WELDS, 0460 OFFS17 2IBT9—{ e ,aaes �o 118-32 MATERIAL, aaso SCREW GAUGE 16 MINIMUM C057) GALVANNEAL 01 T�ICAL JAMB & HEAD, 1� OPTIONAL HEAD SECTION uWr f cw DEADL�CeTRIKE TAHTAH 14 GA GA (0,0745,MJ yMINMJIN ATTACHED TO STRIKE JAMB W/ (3) I/V 0 PROJECTION WELDS, .+0"ucrg ys" .. Y[n.11" W2 FleMa w M.�67 err �r DAYDAR INDUSTRIES LTD on[ w ryv mDr romwoc, ivwuesme at o, 121/—01 S 0 DEU (2) 4 SDS DEAD © RZ° ASTRAGAL ISOMETRIC DETAIL_ MATERIAL, 0.075' THICK STEEL V/ 20 © W/ (2)014xl' 0.562 ---� XTERIO FH SOS SPACED . AS PER ISOMETRIC DETAIL L8-tit 75 1.75 'GASKET x 3/6' 1/16' x 3/8' 1 INT RIOR I-- T I , BOTH DOOR EDGES SEE BILL OF I/8' IN 2' DEVEL MATERIAL SECTION THRU ASTRAGAL AT DOUBLE DOOR 0 0.032 O 0 O 0,125 1st3 9.675 5.594 2.063 12GA, STEEL ASA 2,440 STRIKE REINFORCEMENT 0,438'- 3x1/8' PROJECTION WELD EACH SIDE — rAPPN 2)8124 0 oLESFDR.S.A. STRIKE 0312 _- 0.688 12 GAGE STEEL ASA 12c)I STRIKE REINFORCEMENT FOR ASTRAGAL Florida walFvnpE coim,r DOOR FRONT OR WIDE SIDE II TER10R DOOR BACK OR NARROW SIDE OCKSEAM FILLED WITH HELMIPRENE D C8323-1 ADHESIVE -SEALANT TYPICAL CROSS. SECTION THRU'DOOR 3 DETAIL 6 MiODVC wrr pr[eep Q7pe wmuacme trpinilpe //C tl) 44 A,b., ura raaiucvwcrew0 �r�R. vbr[pA I A.W�r.rlb 6•vZ t c"O m" 9TRL P).. W/9[PoE9 'AS" 15 CAEC pp�Vltl 01 51H, "m. L.UVE E[1'A99[MBLIE9. DAYHAR INDi1STRIES LTD ' p[nopA 1N0. pnrc p tour x wxNr,�mt pia, �x1e�?.+,�r im wo aTe-woe nc a evrm 12-013 p.UNMO fle ow 1 MLILLI 123 TALLL CRANE WALL A SW GRAVE U. 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