Loading...
HomeMy WebLinkAboutProduct Approval MIAMI•D1ADE MIAM[I-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 ADMINLSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy DAB Door Company,Inc. 12195 NW 981h Avenue Hialeah Gardens,FL 33018 COPE:This NOA is being issued under the applicable rules and regdlations 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..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: Storm Master Model 824/811/812 Steel Sectional Garage Door up to 9'-4"Wide w/ Optional Insulation and Window Lites(DP+42.0,-52.0 PSF) APPROVAL DOCUMENT Drawing No.18-10D,titled_"24 GA Roll Formed Steel Sectional Garage _ .....__ _ Door",sheets 1 through 5 of 5,dated 01/08/2018,with revision A dated 02/08/2018,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Contro Section. NIISSE E IMPACT RATING:Large and Small Missile Impact Resistant '...... __ __ ... -..LABELING:_.A..permanent.label.with-the..manufacturer's name._or_logo,-.manUfacturing address,..mo..del. ........ 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 i 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 Floridai-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 I shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 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.17-1206.15 Miaro•naoe couivrir Expiration Date:March 15,2023 1 Q Approval Date:March 15,2018 �3 0 e Page 1 r .. .. _. _. . . . ......... .......... .............................. ................... . DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 18-101),titled"24 GA.Roll Formed Steel Sectional Garage Door", through.5 o.f..5,,.dated..01/08/20.1.7,...with,.revision A d ated.02/08/2Ql.8,..prqpared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. .................. B. TESTS' 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Forced Entry Test per FBC TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing,Inc,Test Reports No.BETI-17-5020,dated 11/03/2017,revised on 02/09/2018,signed and sealed by Rafael E.Droz-Seda,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 .......... ...I;gqpg with marked-up drawings and installation diagram of a DAB 824 24 GA drawings. .............. .......... -......................... Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. BETI-17-5021, dated 11/03/2017, revised on 020/2018, signed and,,sealed by Rafael E.,,,Droz-Seda,P.E. .............--.1-.......... 3. Test report on Tensile Test per ASTM E 8 of 24 ga. (0.024")steel samples,prepared by Hurricane Engineering&Testing,Inc.,Report No. HETI 11-T100,dated -...0.1/21/201.1,..signed,and sealed-by Candido.F...Font,.P.E.. - 4. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.Jackson,P.E. C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 01/09/2018,signed and sealed by Javad Ahmad,P.E. ............... ... .............. QUALITY ........ ................................................ .................. ............ ......................................... ...................................................... D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) O3 d 8 f Za t 8 Carlos M.Utrera,P.E. Product Control Examiner NOA No.17-1206.15 Expiration Date:March 15,2023 Approval Date:March 15,2018 E-1 ... ............ ............... ........... ............. ............ DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their .Loxan.P.olycarbonate..Sheet Products,-approved-on 1211.0/201.5 and=pdring on................... - --07/17/210-1.8, ............ .......... ............I....",......................................... 2. Notice of Acceptance No. 17-0221.06,issued to Insulfbam, LLC,for their Insulfbam Expanded Polystyrene Insulation, expiring on 11/29/2022. 3. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast ISO-CI Polyisocyanurate Insulation, expiring on 01/11/2022. 4. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. 5. Notice of Acceptance No. 15-0410.11,issued to REHAU Construction LLC,for its White Rigid PVC Extrusions for Windows and Doors,approved on 09/24/2015 and expiring on 09/24/2020. ................................. .... .....- F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014)and 6h edition(2017) C-and.ofnofmancial interest..issued bvAl-Farooa Corporation,.dated 01/09/2018...... signed and sealed by Javad Ahmad,P.E. ............. ................... ........... ........... ............... .. . ....................... -.......... ............... ............. ............................. ....... ........ .................................. .............. .............. Carlos M.Utrera,P.E. Product Control Examiner NOA No.17-1206.15 Expiration Date:March 15,2023 Approval Date:March 15,2018 E-2 ....... ... ........... .... - ............. ... .................. .......................... ........................... .............. -1/2'X 3' ------- PUSH NUT TOP FIXTURE 5-1/2-X 2 3/4'X 12 GA. 7 X 14*GA GALV.STEEL STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER END ROLLER HINGE 411 FASTENED TO END LE WITH TO BE INSTALLED AT a W/(8)'#14 X 5/8"SMS sh WITIOUT DELRON SLEEVE(STD.): qQ)Q (6) SHEET 11 IH4 X 3/4'iSELF DRILLING SCREWi CENTER STILE SEE S E�3 FOR TOP BRACKET OPTIONS WITH DELRON SLEEVE(OPTIONAL) Z m le ego 7 it 0 �2 X2_1/4 X I4 GA.;TE CENTER a W/(4)#14:x 5/8-sms 0-0 ON f SLEEVE(OPTIONAL)WITH DLOCK Ogg 1uIELR -2/;DOOR! 0 CENTER.STILES;. 0 t u, 1:W X .15. THK.LATCNI 0, STANDARD LOCK SPRING LOADED SUDS BOMI(BOTH SIDE)5� S.M.S. 0 oi� All q TO 61-0 FASTENED W1(4) #1!4 X I/i' DOOR WIDTHS. ------5/8 N,LOCK ENGAGEMENT 0 :-0 GO M N�MRI TO SECTION 1008 REGARDING GARAGE DOORS Z W2 .1211 i 01A.GALV.AIRCRAFT TYPE .0 CABLE:&NICO-PRESS SLEEVE u =�mg 'MIN'5 TO I SAFETY FACTOR IT G V-2"TO 7'-10' B rI DOOR WIDTHS 2-3/4*X ViH X li!GA.THK.\ STEEL PLATE, 1-3/18-DEEP I'L J f / \ ! DQ WITH41(4-)#14 X 3/4" a ­�j n SELF DRILLING SCREWS BRACKET `BRACKET .2 DOOR WIDTHS.. STD. LIFT DOOR., 0 HEADROOM :D 0 D DOOR CENTER STILE a 0.HEIGHT CONSISTS F.. .7-7/8k 3-1/8'X 12 GA. cEL:5 STEEL PLATE L 0 ID A Q 2 SECTIONS I! I S OUTSIDE SECTIONS OPTIONAL DESIGNS R SECTIONS 21' .T!" �i HANDLE WITH (4),#14 . .I i \1_0 1, 3 SECTIONS 21; END STILE X 3^-SOS 1. FULISH FACE MAU.VENTS 2-EMBOSSED WOOD C 7' 4 SECTIONS 21 tonc, CRAW 0 3� (3)5*WIDE AT 7"O.C.MAX. :: 0 Z 7'-3- - 3.SHADOW LINE OPNG. AREA NOT,TO EXCEE 7'-6' 5 SECTIONS 187 D 120 SQ.1N. 7'-V 4 SECTIONS 18 1 GUIDES ;MAX DOOR WIDTH BAR. SECTION 21-� LOCK INSTALLED i ON END STILE 9--4- So 3 SECTIONS is!2 SECTIONS 21! 8'-3' 2 SECTIONS IV 3 SECTIONS 21* WITH (4):#14 X 5/8*SMS 8'-V I SECTION IV!4 SECTIONS 2111; 18T X:.6W LOCK BAR INSIDE ELEVATION W-9" 5SECTIONS21'- ENGAGES IN TRACK 14 X 3/4"S DRILILING SCREWS MAY BE IUSED RAISED PANEL EMBOSSED'DOOR�I , ON EACH SIDE:OF DOOR It LIEU 91 6 SECTIONS 18' 5/8'SMS DAB DOORS IN ON 21' TiEc—nomsial 2 SECTIONS 21F OXIDE Storm Master(DModel 1§24/911/812 Max. Size 9'-4' X 16 0' i4f h 3 sEcncNS oFmoNA I=.3211 j With Window Lite OaVoT 10' .2 SECTIONS 18' LOCK BAR LOCKING SHOWN 10`-3'11 SECTION 18"'5 SECTIONS 21' ALTERNATE TO IO'-V 16 SECTIONS 21' SPRING LOADED SLIDE BOLT GENERAL NOTES DESIGN PRESSURE RATING 1+ 4iO PS`� OVE 101-91 Is SECTIONS 18' LOCKS SHOWN AS 1 ON 1 5 SECTIONS 18 2§Ea-L 1.THIS �j sECT[ONS zi S P14ODUCT.HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 510 PSIF 7 REQUIREMENTS OF THE:1017 (6TH EDITION)FLORIDA BUILDING CODE. !1;-3' 4 SECTIONS 18`13 SECTIONS 21? RATED FOR LARGE MISSILE IMPACT -V 3 SECTIONS 18'14 SECTIONS 21- INCLUDING HIGH:1`VELOCrrY HURRICANE ZONE("Z):. I THIS PRObuc7r it Il'-V 2 SECTIONS 18'5 SECTIONS 21' SHOWN ON DETAILS 2.ANCHORS SHALL BE CORROSION Rmsmn spxi !AS I DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF j FLORIDA 12' 1 SECTIONS 1V,6 SECTIONS 21' 'STALLED IFER MANUrS INSTRUCTIONS.spEcin JO BASE AND IN SPECIFIED EMBEDMENT s BUILDING CODE, TAS-201 &TAS-203 FOR HVHZIAND 1 '-3'.7 SECTIONS 211.ZL� il ]2 MATERIAL sHALL'BE BEYOND WALL DRESSING OR STUCCO. ASTM E330-lAf."E18815-13A&ASIM E1995-14. i 12'-V 8 SECTIONS 18'2 SECTIONS 211 3.A LOAD DURATION INCREASE IS USED IN DESIGN ON INC I OF.ANCHORS INTO!!WOOD!ONLY. 0 -V 5 SECTIONS IS'3 SECTIONS 21r 12' lilt 113'3- 4 SECTORS is,,4 smoNF21j 4.MATERLkS INCLi BUT NOT.LIMITED To sTEEL/M6AL S8REWS.�IAT 3 SECTIONS IV 5 SECTIONS 21' PRO D COME INTO CONTACT WITH OT HER DISSIMILAR MATERIALS SHALL MEET DUCT APPROVE uo-so 2 SECTIONS 18 6 SECTIONS 21' - Florida REQUIREMENTS OF THE1.2017 FLORIDA BLDG.OODE'&ADOPTED STANDARDS. as comp im IX-S' 1 SECTION IV* %with!the Flo 7 iEWWS 21' 5.THIS PRODUCT!APPROVALis GENERIC AND DOES NOT PRCiiiiDE INFORMATION 4' 8 SECTIONS 21 - N FEB 24 1 DA-H& 117-42016AS fmm 1;1 14'-3" 6 SECTIONS 18 3 SECTIONS 21 FOR A SITE SPECI%P.R.01.ECT,,i.e. LIFE SAFETY OF:jTHIS PRODUCT.;'ADEQUACY RE._V 5 SECTIONS 18'4 SECTIONS 21' 15/2018 Approval Dil%.03/ OF STRUCTURE PRODUCT AND SEALING AROUND OPENING FOR 14 �0 WATER INFILTRATION RESISTANCE ETC. _F4�-9' 4 SECTIONS 18"5 SECTIONS 21f 13y. CONDITIONS NOT:SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, II i 15' 3 SECTIONS 18"a SECTIONS 2111 AND TOI BE REVIEWED By BUILDING OFFICIAL ii 15'-3' 2 SECTIONS 11111 Control iTE OF ii! drawing no. 6.MANUFACTURERS SHAW�BE LOCATED ON READILY-VISIBLE LOCATION ER'j LABL; 14JEADILY12 Z:.—S A SECTION IV 18— OD gj STANDARD SPRING L DOOR; HEAD 0 R '2 '12 Ell] IT T-OTTT _T5'-V FSECTIONS 21' IN ACCORDANCE.'WITH SECTIONA709.9.3 OF FLORIDA BUILDING COX VAL —T-evioNs sr—181. . COMPLY WITH SECTION 1709.9.2. ler 4 SECTIONS 21 LABELING TO0 sheet 1 of 5 . . 24 GA. STEEL PANEL q z FLAPS SENT OVER PANEL p 0 o 1*/2-PUNCHED HOLES 0 4*D.C.i 0 r mm I I cy r 00.15 .9 o 0 rm4'SrL PANEL z 6 OUTSIDE OF DOO xe 4116-POP AT 4'D.C. FOR 21"STILES O 00 (4) FOR 18"STILES 0 END STILE SOLID BRASS DOOR VIEWER K) 2 'SCHLAGE SECURITY HARDWARE a! INSTALLED IN 6/16' DLA HOLES IN CENTER STILE PRODUCTAPP ROVED as comptO With the FloridaSITIONED AT EYE LEVEL arlda E:5 a Building a 0 a) c 1ST SECTION (Bonom) SECTION TOO SECTION Ci 0 N0ANi 17-41206.15 Ap oatft 03115/2018 PlIevaii 0 (D ,i k 0 OPTIONAL STOP MOULDING If INSTALLER ---w-yr STEEL TRACK BRACKET FASTENED BY DOOR IN 2"X Gk STEEL 3/4* -1/2'k TO WOOD JAMB;Y END STILL CONNECT TO.;PANELS WMI SCREW 5/16"X 1-5/8 X Sms. FLAPS 16 TRACK 13RAQJ(ET. (FULLY:, PER GE WASHER H SEE DETAIL ABOVE IHEX 3/s'iblk POWER BOLT BY'POWERS- PSI N.) ONE PER X.058"FORMED 1/2 1-3 STEEL 2"MIA.EMBED INTO CONCRETE(300 1, )CURED TO 2-MIN.EDGE DISTANCE GWED.m P AND SE END STILE POP RNETS SOUTHERN PINE (4)3/16 0.55 S.G. 31B-;+61&HLC SLEEVE BY RLTI -7/8-k 2-5/8'j X is GA.STEEL P 1. 1 CENTER STILE GLUED AND;RIVETED. 1-114'MIN.i EMBED INTO CONCRETE OR FILL BLOCK EDGE 3/16- -1/4'MIN.;EDGE DISTANCE INTO CONCRETE,!I TO PANEL W/(4):�/16'ONM 2 DISTANCkr 01 POP 4"MIN.EDGE DISTANCE INTO FILLED BLOCK RNMA 1,7!3Al p I. 1141i;,5/8 E; S. if r if 4/HI 0- 3000 PSI MIN. i HINGE C-90z GRourrrmi-LED BLOCK V. 2600 PS MIN. CONCRETE Vi ANCHOR TYPE A OR B'i (1)PER BRACKET STEEL AN RACKETS: SEE SHEET 3 F-11,BRACKET SPACING GALY. ANGLE BRACKETS. I L r7l I at, 1.91 x 3.3"X 2.2H'k 12 GA. PD FES 70MM2 1 ji!I l: 111/2-X 14 GA. l`N�i SS BOLT '7-1 1 Gk INTERIOR SIDE, END ROLLER HINGE SEE SHEET 3 FOR SPACING ill /2 E�X 7 Ma TRACK CENTER NGE if 82*DIA.X.50 RO X 2-1/8 IX I STAND drawing no. 14 GA. Do.X.50* po (OPTIONAL)F; DIA.X SO- ROLLERS —1 OD I 5/1MVii. I. ON ROLLER S 12 GA.X 3- (OP 7 I�Lrr -1.8 LAJ 2.75 .(OPTIONAL) 18 N RO 0 0 0 L I 0 ATE E A SEE BRACKET 4 . STEEL HI HAFT W/ymx Y82RUSS HD. 2.75'DA.X.50* SECTION B 5- m i1LOCK NUT if H 1-1/21 x 1-1/2"X 1/8*HORIL ANGLE (2)POP RIVE�S 5/16"X 1-5/8*LAG Sc HORIZ FOR DOOR HEIGHTS upTo a Fr. REWS 11�146 WOOQ OR TRACK SUPPORT. 2- 5/16*SLEEVE ANCHORS r REQD.ON DOORS 1 WITHOUT INSULATION OR WINDOWS S CENTER'SUPPOIT x 12 GA, X 2-X 1/8'HORZ ANGLE k-3 WITH 1-1/4-EMBED MASONRY EEDING 8 FT.IN HE3.GHT-_ 2 V�4 -1/2'X 3' STEEL P ROLLER BRACKET ON Emvsm A FOR DOOR HEIGHTS ABOVE 8 Fr.OR 11 INSULATION OR WINDOWS FASTFASTENEDW1(6)0 14 X 5/81.S.M.S. 0 3PER !DOORS WITH SPOT WELDED TO HUFUZ.TRACK m q 13 GA. PLATES 14 GA.GALV.STEEL ADJUSTABLE STEEL P! WITH TWO WELDS AT 1 1/2'APART of u 2-1/2"X 4-1/4' q W I I A—J FIRST AT 2"D.C.REST AT 7-i/4;= SLIDE FASTENED TO BRACKET ELM TO 1-117-X 1-1/2'X 14 Clk ANGLE �\i r 6/16-18 X 3/4-HEX HEAD FASTENED TO I TRACK CONNECTED TO FLAG BRACKET vSCREWS&NUTS. W/3/8-16 X 3/4'BOLT NUT 910 31 WITH(4)1/4-20 SS; BOLT&NUTS HORM TRACK LENGTH-OPENING HEIGHT PLUS il 2' AND TO SPRING SHAFT GUIDE;WITH C) TOP BRACKET afl(2) 1/4-20 X 5/8'BOLT ;NUT Q. W (STANDARD) Top BRACKET r!'f LOW HEADROOM DOOR i: 1: 14 GAL GALV.STEEL TRACK HORIZONTAL REINFORCEMENT TRACK FORMED STEEL�! 0 1/2 X�1-3/4'X.055'1 HORIZONTAL TRACK -1/8'X I"X 14 GA. v GLUED TO PANEL AND FASTENED TO SECTION A z GALV.STEEL 3/113-POP RIVETS X.104' VERTICAL snuEs WITH r.X 5-1/2 9 FASTEN ED%1[4� 14 X 6/8"S.M.S.P BRACKET FOR BRACKET PLACEMENTS DOOR SECTION HEIGHTS i: LOW HEADROOM DOOR OPTION HEIGHT3014THJ�� 134 B5 136 B7 BEI 81 ::B2 N/A 1'T 3e 45' 58" :67*0 2 L �/A 45- 56- 6'-6* 21 1'TO 2" 34- 67" 0! 2, NI A 7'-0' �Ll 1 TO 2" 34' 45" 56' 67' TING RIB 18-,18- 18-1 TO 2- 67 78-1 T4� 5/..16*MEETING 1::±L 18:18 34 45 56 .1 .67 18-1 1'TO 2" W 45' 56' PLASTC/STEEL.ROLLERS !E 1.62'DIP,X.50* if --SECTONS AREA NUMBERED STARTING AT THE BOTTOM W1. .44 DLA.X 4-1/4'STEM l. 0'O.C.FOR�iDOORS MORE THAN 8 FT. HIGH. USEADDITIONAL TRACK BRACKETS AT 1 0 T CO OPTIONAL INSULATIONS: 13Y'DYPI AST PRODUCTS: 3ALVI!STEEL ANGLE BRACKETS 11: ISO-25 POLY-ISOCYANU DENSITY-2.0 PCF 1.9' 32*$2-2H'X 12 GA. N.OA#16-1108.04 CONNECTED TO TRACK;jWITH 0 E-(a OR (1) 1/4,Bom& NUTS BY IOF0AM NORTH iMERICA! DENSITY- 1.03 PCF 0 N.OA 015-1203.04 ........... :OR 13Y'INS ULFOAM ULC ............ DENSITY-0.92 PCIF .......... &OA#17-0221.06 ........... 14 GA.GALV.STEEL ROLLER HINGES Fill (6)If 14 X 5/8-EMS MIN..024*ROLL FORMEdIsTEEL PANEL DRAWING QUALITY 0-40 0 GTH=39 KSI MIN.YIELD SIREN J: WITH PRIMER AND BAKED.-ON 44�1< CONFIGURATION POLYSTER PAINTED TOP GOAT APPLIED TO BOTH SIDES OF STEEL it Ni I I I I V LIFTN VERTICAL HIGH LIFE STANDARD LIFT HEADROOM DOU13LE!TRACK, a AVAILABLE TRACK OPTIONS 0 12 GA.GALV.STEEL BOTTOM BRACKET FASTENED W1(4)0 14 X 5/8,EMS :1 PRODUCT APPROVED with the Florida 2D18 NuOdill FE82 1.as comp 17-1206.15 G) BOTTOM SEAL OPTIONS Approval Data 0311 512018 70592 SEE SHEET 5 1 drawing no. 18-10D is 9:h�:eat�3-f 5� s V/ N. 1/2 X 1 3/4'X E FORMED STEER GIST. fj 111/2 SELF DRILLING SCREWS 18 x I* -1 'MIN. II OR SELF DRILLING SCREWS Z E DIST.: 3116 RIVE)( STEEL RIVETS-\ T: OR TIGRIP WI:DOME HEAD "3/11''RW STEEL RrVETS MUL 8 ;AT 24"O.C. D GRIP W/DOME HEAD 7 " RE3NFORCEMEN`r AT 24 O.C. 0 FORMED STEM 1/4'DVL LAG SCREWS 2BY 1/4,!DLA.LAG 28Y -WOOD BU At r I a FROM ENDS; AT 8'i FROM ENT7! 0 MAX: AND 15 O.M MAX. 0-Bu AND 15-D.C. W-STRIP ADAPTER—,- w cr Cc 0.: 0 0 STRIP ADAPTER ALUMINUM STEEL 0 0 0 0 t3 RE WCANYL VrSMFFqNG w. P-11ANYL WSTRIPPING 050 it .534 700 48 j :h-1.750 j� OPTION''A' :1 OPTION W woob Budk coiNiNmnm To woop suBstw :(WOODjSPECIFIC GRAVITY sq.40.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6i:.SYP WOOD BUCK ATTACHMENT Lj00 TO WOOD STRUCTURES;IF THESE METHODS ARE i FOLLOWED NO�ADDITIONAL CALCLILKTIONS/DES16N WILL BE REQUIRED FOR DESIGN OF GAME DOOR ANCHORAGE.? ANCHOR SPACING ro is FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF.RECORO.:INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/r HLC SLEEVE.BY H CONC. iL-n BLOCK 1-1le ti 3/8*CONFLEX:BY'ELCO' FILLED BLOCK 3-3 4 E 0 ITIN, CONC. 3LB'DYNABOLT 2-1 (_5 PC 2.Ile THK.MIN.STEEL STRUCTURE; 3 8 F'OWEI?S' CONC. F=-ff.Y'SIMPSONS' CONC. 3; 5/15-X 1-5/8- LOADS IMPOSED BY DOOR.SYSTEM 1-1/2 0 CD j! LAG SCREWS AT 11'�C BY OTHERS MUST SUPPORT THE 1 3 CONCRETE 1'6: 3000 PSI MIN. 0, 0-90 GROU`rt..nU-M,8LOCK I"m -2000 PSI MIN. 5/116"DW EIQLTS [AT I I'O.C.MAX WITH WASHER.:&NUT EDGE;DIST. WOOD BUCK CONNECTION TO CONCRETE/BLOCKS BE ANCHORED TO TREATED 2X8 SYP 400D JkMBS WHICH SHALL PRESSURE GROUTED REINFORCED MASON BLOCK WALL OR CONC.COLUMN WITH p 2' ;/ LTRACON BY'EUCO'WITH SPACING OF '!"OuC.INTO GROUT=FILLED.t BLOCK WALL,WITH 2-1/4'miN.:EMBED 1-Iyf 2�X 14 GA li*O.C. NTO 30DO PSI CONCRETE,WITH 1-3/4!MIN.EMBED CO 4eg. 2-1/2--MIN.EDGE DISTANCE i:j GALV.STEEL RAT BRACKETS TAPPER BY'POWERS'WITH SPACING OF 18 X 2.5'X 12 CA. 2-1/8'X I'X 14:Ck ",!"D.C.INTO GROurr4ium.BLOCK WALL WITH 1-1/2"MIISL�EMBED I X 2-1/2 AT.z 1V O.C.IN DOOR OPNG.I . 1/1'e. GALV.STEEL TRACK OPNGJ�! FILLET WELDS 11-D.C.INTO 30DO PSI CONCRETE WITH 1-3/4'MIN.EMBED 3. FASTENED TO TRACK PLATES: AT a AT 18"D.C.ABOVE DOOR MIN. EDGE DISTANCE le O.C.MAX CONNECTED TO CONT.ANGLE C: t!: (3)SPOT WELDS AT EACH SIDE 20X5/8-TRUSS HD. il 3/8:CONFIP�13Y'ELCO VO4 IA-&LOCK NUrr: 3 LOT BY nV WITH SPACING OF 24p O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2*MIN.EMBER TRACK TO STEEL 3'MIN. EDGE DISTANCE !�i 11 TO WOOD BUCK 0 it 0 3/ SLEEVE BY'HiLm'WITH SPACING OF it .4 B INSTALL INTO GROUr-FIU.ED.BLOCK WALL.WITH 1-`1/4'MN.!EMBED.4 MIN :EDGE DIST. ALTERNATE TRACK 14,O.C.INTO 3000 PSI CONCRETE, 1-1/4'MIN.EMBED AND 2-1/2-MIN.EDGE DISTANCE:;:f pD All, P ji TEB 2 1 !Ole w...... j PREPARATIONPRODUCT APPROVED BY OTHERS as a cogug wft the Florida md PW ENGINEER OF RECORD OR ARCHITECT TO VERIFY tow lii FOR NEW CONSTRU ON ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. 17-1206.15 No Approval FOR DOOR REPLACEMENT IN OiTROFIT:BUILDINGS WITH NO ENGINEER 00 D APPROVED 13Y 0 RECORD,DOOR INSTALLATION MAY BE REVIEWED AN OF it BUILDING OFFICIAL UPON INSP. ON. it ;i V laml ntrol MAMMUM SMIORM iLOAD PER JAMB (10.3 X 42 PSF)/� 210 Lb,Or Ft. % % L LOAD P (10.3'X 52 PSF)/� 28&0 Lbs pjr FL MAXIMUM INTERIOR( 'Ell JAMB. '�m -Z2 F771 2 f 00 5 4..0 1 7- DOOR!FANEL 3/8' ; : :: * PLASTIC COMPLIES WITH -7 TYP. CHAPTER 26 OF FBC 1 i 24 GAL(.024)STEEL MIN. SEE EVIDENCE PAGE' z 1 5 1.725 6 0 7/1s"DLk WASHER 1.144 q 4: 0 6 1/2' A 08 XELEV 3/4-SMS TYP. 21 �1/4" 176 m m m MAX. SEE . . Or FOR SPACING WINDOW INTERIOR ELEVATION WDW.WIDTH 0 L % [it 1 4 0 FASTENERS SPACING FRAM INTERIOR FRAM RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE dNJECTIO ffs G3 C3 18 Va, N #8 x MS MAX. it SEE E 6.40��0 :� I I U, H! FOR SPACING L-j U fil 175 X.062 DEEP jijl -GROOVE 1/4-POLYCAREIONATE LE)LAN % % % ci 00 H I!r II BY'SABIC INNOVM�PLASTI NQA 115-0915.08 A d 0 Cr Q E 0 00 !IIIJ. 4 q 0 0 Z fq w PRODUCT APPROVED N I! cornpr with the Flarldo BuIldipq if NOA-No. 17-1206.15 Approval 05a 03/1512018 .175 X.062 DEEP iIII —GROOVE By u.muontrill aup r10 12 P. t INSIDE ELEVATION J. 21 SMS#8 X 3/4 a SEE ELEV RAISED PANEL EMBOSSED DOOR WITH,OPTIONAL WINDOWS j FOR SPACING WINDOW;L LOCAT16N IN ITES.CAN BE IN ANY DOOR SECTION x 3 .175 X.0620 GROOVE FOR SPACING #8 X 3/4-Slili It SEE ELEV. FOR SPACING -,=,=---- ----------- 711V DIA.WASHER ......................-------- b9ERIOR DOOR PANEL II 24(a (.024)STEEL MIN. -1/8'MIN. OF drawing no. DOOR PANEL OPC 8-1 OD 24 GAL p24)STEEL mipt. GLAZING BITE j j:j WINDOW�mm �sheet5-f�5 i4 J ELEV