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HomeMy WebLinkAboutNOA (2) 00 MIaMaQADE DADE COLTNW PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade soy/economy I , DAB Door Company,Inc. 12195 NW W Avenue ]Ealeah Gardens,FI,33018 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 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 824/81VS12 Steel Sectional Garage Door up to 91-4"Wide w/ Optional Insulation and Window Lites(DP+42.0,-52.0 PSI+ 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 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 sliall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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 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 Expiration Date:March 15,2023 l Approval Date:/March 15,2018 ll3 6 Page i i I ' DAB Door Company,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j A. DRAWINGS 1. Drawing No. 18-10D,titled 1-24 GA.Roll Formed Steel Sectional Garage Door", sheets 1 through 5 of 5,dated 01/08/2017,with revision A dated 02/0812018,prepared 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.HETI-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 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. HETI-17-5021, dated 11103/2017, revised on 02/09/2018,'signed and sealed by Rafael E.Droz-Seda,P.E. 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 114100,dated 01/21/2011,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 Oi/09/2018,signed and sealed by Javad Ahmad,P.E. f D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) 1 J 2 Carlos NL Utrera,P.E. Product Control Examiner NOA No.17-1206.15 Expiration Date:March 15,2023 Approval Date:March 15,2018 E-1 � i DAB Door Comaanv.1nc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexau Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0221.06,issued to Insulfoam,LLC,for their Insulfoam Expanded Polystyrene Insulation,expiring on 11129/2022. 3. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 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. S. 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 5'h edition(2014)and 6'h edition(2017) FBC and of no financial interest issued by Al-Farooq Corporation,dated 01/09/2018, signed and sealed by Javad Ahmad,P.E. i i Carlos K Utrera,P.E. Product Control Examiner NOA No.17-1206.15 Expiration Date:March 15,2023 Approval Date:March 15,2018 E-2 � i 7-1/2'X 3•x 14 Qk GALV.SIEM PUSH NUT TOP FD(RIRE 5-1/2'X 2-3/4'X 12 GA. END ROLLER HINGE STEEEL PLATE WITH ONE D/10-18 MS W/NUI OPTIONAL DOOR MOM 7fv o W/(8)/14 X 5/8•SMS- FASTENED TO END SBUE WITH ED TO BE INSTALLAT SERE SHEET FOR TOP BRACKET OPTIONS I� o WITHOUT OELRON SLEEVE(SIO. 1 O 114 X 3 4 SELF DIOLLWD SCREWS CENTER snLE WITH DELRDN SLEEVE( i 0 CD t o� �• t Gk W/f4)/14%S/9• +1 m WETH DELRON SLFYVE(tIPTlONALj�- L3i M- I" 4'CTDOER SIRES �� i � -..^, � �� "• W X ,15'THK.UTCFI.�`'`.^�+ STANDAIRD LOU SPRING LOADED SLIDE DOLS(BOTH SIDk -®• ^ 4'-G'TO 8'-O' FASTEN®W/(4)/14 X 1/2'S.M.S. ^--,B/8'MIN.LOCK ENGAGEMENT 1 R MUMDOD ` CONFORMS TO SECTION 1008 REGARDING tt — Q GARAGE DOORS .121 DIA OALV.CO NRTYPE -- + i 9 m i CABLE k NICO-PRESS ESS S SLEEVE !® t W/MIN.B TO 1 SAFETY FACTOR �` �~ ®~ �� 0 + 1 DOOR WIDTHS 2-3/k'V7 X 6'H X 12 Q4 THK. I 1 tt ® // S'fEE1 PUTS((,))1-S/8'DEEP i � -- - _ - - g� i I Sir %3 4' (1 ® i ® / b -- .-. ,..._..._' IO v s ` BRACKET' `BRACKET-_"- OODR WID1H5 STD. LIFT DOOR LOW HEADROOM I In I DOOR OPTION " ®� a CENTER 5111E m� r ODOR 7-7 a.Pu t/a•X 12 CA Her CONSISTS OF L TE . A -fP 2 SECTIONS to 9FXAXIN3 21' O171510E OPTIONAL OESKoYJS1�I f -9• 1 SE iB 7 StiGTXML^27' HANDLE END STILE WITH(4)/t4 X 3/4'SDS OPTIONAL VMS i.FLUSH 7 4 SECTNNS 11 - (1S 0. WD)E AT Y D.C.IMTL 2.EMBOSSED WOOD GRAN in C9 bF 3.SHADOW UNE NO.AREA NOI TD IXCEED 120 SO.IN. Gine _� a t9• GUIDES MAXLOCK BAR DOOR WIDTH e 7- 4 9ECTI01$to ME IINSKLED ON END STiLE a' 3 SECTIONS iB' WITH(4)/14 X 5/8•sus e sEDnaS to INSIDE ELEVATION.161%.s1Y TOCK 96R .. e-o s sEanoESir- oe4WES°gTRAC DEOF DOOR f 14 X 3/4'SELF DRIUJNG SCREWS MAY BE USED RAISED PANEL EMBOSSED DOOR DAB DOORS INC. e DIS IB - IN UEU OF J14 X S/8'SMS s-s' a si CnofS is 1 sLT naN 2+• tar- a-Y SECTIONS is 2 sE noK 21• OUTSIDE Storm Mas9-4'Modal 624 811/812 OL ID KEYED LOCK "9-aa"�smlDlts is 3 Ec106 21 Max. Size 9'-4' X 16'-0 High 1O• 2 S-EMMM te•4 SECTIONS 2t' With Window Ute Option q 10-Y t SECTION 1a 5 SECTIONS 21 ALtERNA�TE UM SHOWN C& E to a sEcnoie 2t•- SPRING LOADED SLIDE BOLT GENER6L NOTES DESIGN PRESSURE RATING + 420 PSF O' a SECTIONS 1e"1 SECTION 21LOCKS SHOWN ADM 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH'ME - 52O PSF It S SECTIONS to s(�Iw1S zt REQUIREMENTS OF THE 2017(ETH EDITION)FLORIDA BUILDING CODE ' ii-3 a SECTIONS to 3 SECTt01tS 21 INCLUDING HIGH VELOCITY HURRICANE ZONE(KMZ). THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I tt 33FMorw Te4 SWn=21 1 t-a' 9ECnON4 to,S sfa:MN6 212.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS +- t Exrot6.to a SECBMtS 21 DOOR TESTED Rt ACCORDANCE WON THE REGUMEUEM9 OF FLM AND INSTALLED PER TW1UF'S INSTRUCTIONS•SPECIFIED EMEEOMENT 70 BASE BDFdM6 COt TAS-20L TAS-201 h TAS-103 FOR MQ MID c e 1a•-a Y BEaTIM6 2t - -- - --------- ------ - MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ASTM©30-N,UNG-13A 6 ASTM E11098 14. i Ir-a'a BENS 18 a swnoNs 2+ 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r 121-91 a aDCTION9 i s sEDTwNs t 11 1 t 4 UYL'TIONPI to 4 t 4.MATERIALS INCLUDING BUT NOT LIMITED TO SIEn/META.SCREWS THAT -- 1 3 gECIIONA to a SEMWONS1• COME INTO CONTACT WH OTHER DISSIMBAR MATERIALS SHALL MET THE J.• 21• is-B 2 sLT TXxs to a sErlaNs PROdUCT APPROVEp at vdth�floAtta REQUIREMENTS OF THE 2017 FLORIDA BLDD•CODE de ADOPTED STANDARDS. +ts' a spa s1 = N 1T-1Z�.7eb S.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FEB 2 1 2018 `11)592 = s u a e m+aNa ts" 2t FOR A SUE SPECIFIC PROJECT,Le. LIFE SAFETY OF THIS PRODUCT.ADFAUALY t4 sOaiaS t 4 SECTIONS 2t ApprevaID41A 08(16110178 OF STRUCTURE RECEIVING THIS PRODUCT'AND SEALING AROUND OPENING FOR S"l at 4 8EC1Nt6 iB•6 SEXTIOILS 21 GJi "- WATER INRLTRATION RESISTANCE ETD. ir- 14 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPALAIMY, t te•a 21 MY AND TO BE RUM BY BUILDING OFFICIAL '•. OPdrawing no. to T SECTIONS 2t' 1!�nduaT 1 °. 18-1 OD a.MMIUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION . ,15 u t21.°SEciiofls at N ACCORDANCE WiTH SECTION 1709.9.3 OF FLORIDA BURDING CODE e a sECTbra+e 4 sECT+oNs af' LA IELING TO COMPLY WITH SECTION 1709.9.2 t sheet oT 5 { s 24 GA.STEEL PANEL �u O FLAPS DEM ODER PANEL p 1/2'PUNCHED HOLES 0 4'D.C. N .024'SIL PANEL i .O C OUISIDE OF DOO [ 3/18'POP RiJ _ QAT 4'O.C. (8) FOR 21'SHIES Q (8 FOR 1B'SD1FS I to END STILE SO ID FIM DOOR MEM ! �j _ 6Y'SCHLAGE SECURITY HARDWARE' k17 1 PRODUCT APPROVED INSTALLED IN 9/16' DIA. HOLES IN CWTER STILE 4 o aae wfib the Flortde POSITIONED AT EYE LEVEL ' p��� L 1ST SECT)ON (BOTTOM) INTERMEDIATE SECTION TOP SECTION c9c.-COQ I §00 -o 1Fow-tro. 17-4206.15 AIi 11a 03115(2016 $`i STEEL TRACK BRACKET FAS71NM STOP IDUlD940 O TO WOOD,LAMB WITH 3/4'X 2'X 2-1/2'X 18 GA.STEEL 6/18'X 1-5/6'LAO SCREW �14 X sf8'S6tS ENO SRLE.CONNECT 7p P/JJE1S WITH o"v (FULLY 7HREMEO) PER FENCE FLAPS AND 9 OR(8)3/1B'ALUM RIWitS ANCHORS AT TRAM BRACKET• ` HEX WASHER HEAD TYPE AA SEE DETAIL 1/8'MA,POWER-su T BY'POWER.? E ONE PER BRACKET 1/2'X 1-3/4'X.0.46'FORMED STEEL GWED TO PANEL AND SESIIRED TO A)2'LEN.ELIDED IMO CONCRETE(3000 PSI 1diN.) j 2'MIN.EDGE DSTANCE SOVifiERN PETE END STELE WITH(4)3/18'POP RTYET9 0.55 S.C. •.'' 1-7 X 2-8/8'x 18 CA STEEL T(e•DIA. C Si BY' T` I a�• •'- a' STOF. CtLED AND RIVEIM 8)1-1/4'MIN. EMBED INTO,CONCRETE OR FILLED BLOCK .:•` •i:•x'• TO PANEL W 4 3 18'NVETS EDGE e E /() / 3 t8' OISUNCE� 2-1/4'WN.EDGE 09STAPICE INTO CONCRETE MIN., t14 X 6/8'S.M.S. POP •,; a tq�g 4'NW.EDGE DISTANCE INTO RIM BLOCK $ f 4/F9Nf ''' •'A•:. CONCRETE fo-3000 PSI MIN. g • C-90 GROUT-FILLED BLOCK fm a 2000 PSI MIN. i rU ANCHOR TYPE A OR D (1)PER BRACKET GALY.STEEL.ANGLE BRACKETS L W,SHEET 3 FOR BRAIIiO:T SPACING 1 ISM i t.9'X 3.3'X 2.2M X 12 GA. L1 I -- c I - SEE SHED 3 FOR SPACING - - FE8 L J' //�2 1/4-20 SS BOLT Tom S 7-1/tLX 14 CA. INTERIOR SIDE E7-1/2* O/2*X 1F49H. &t1Ut ��' STfEL 1 ACK QALY.STEFL. 14 cA x 2-1/8•x 1'(STAN Com H 1.N12.OHl x SD•sTE>t LK)tIFRS(Sm.) �V�/• 12 CA.x 3-9 18'x t-C/2 (MTiONAL) 7/B'pUStBCUT 7.62'DLt X.BO'NYLON ROI,tERS T6� � ��ng no. :A 1WI,K PLATES ;t L1FD ON ROLLER SHAFT 275'DIA.x.W'STEEL RIX,CERS. W/=Xji TRUSS LC. 2.75'DIA.x.sD'NMN Raju 18-1 OD Y .t LOCK NiSECTION B-B WITH 6•sum A7 1 11 L sheat of $ i (2)PO?RIVETS3/18•x 1-51a'LAG�tws INTO wow DR �,P,�. 1-1/Y x s-1/2"x i a•HORZ.ANQE 2-3/4'=X.&-1/2'X Y X 12 GA. mm 5/10"SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOM WIR�i�t i0RINSULATION �"ooam vR 4FA BRAptET ON EACH SIDE 1-t/4'am wro 3 PIER� E%�ymmo 8 FT.1N imm 2`X 2'X tfa"mm AN= FA3tETlED OR W!(0)!14 X 8/8.9,M.S. I1 A'- OOORS WYM IN LUT1HGONTS OOR WIInOWSS x U C4 GALY.SIEEI.A0.IUSTAB4E SPOT WEIO£D TO HDRZ,TRACK y�MEMO)To z-1/z'x 4-1/4•x 13 OA STEEL Pores wms two wags AT d Wl sB-tS x_ 4!'M HEAD - Wa�ED TQ s-i fZ"%s-i!2FI�S94tEE1tEE6 T8 1ANBLE N A.---� FHMTCONATNECiED�TC FiAO At T-1 4!P01-7 �± �. traNS k Ivl1TS WITH(4) 1J4-20 Be. BOLT a NUTS W/3/a-16 x 0 801T k Htrt fQ�; i HOAl2.TRACK IEWIN OPEtNNO NE8iH1'PLUS 12' M!D TO SPRI 3NAFT(XttOE waH (STANDARD) TOP(aRACKET BRACKET - """ (?.)f f4-20 X 9J5'BOLT rA NUf 1Y + lOw HEUxtik� C � { Ll HORIZONTAL Rf$fFORGEM&NF TR t4 GA.GALY.STEEL.TRACK i t/?'X 1-3/4 X.058'FORMED SIEO* HORIZONTAL TRACK $$ GLUED TO PAF L AM F1LSiA+TED TO 4 STILD WITH 2"X 5-1 2-1 ja•X f'X 14 CA. (2VERTICAL 3/4' "me �v SECTION A-A , aim FASTENED W!(4)i f4RX S 8'S.FM,SS.. LOW HEADROOM DOOR oPDON DDDR ■SECTION HF]CHTS BA/&KET PLACEIAFMS HWHT IST 2ND 3R0 4TI45TH 01 B2 83 84- B5 Be 87 as 18'18' i8't8' A r'To 2'11-3/4' 23• 34 40' 96' or - B'-6' 2T'18' 1B'21' A 1' 102-11-3 4 23' 34 45' S8' 67" - T'-0' 21'21'2t`?t" jA i`rti 2"11 3 4 23' 3+' 45' S$• 87" 0/10•MEETING RIB 7'-V re• 1$'iB'18" 1B"1170 2`I1-3 4 23" 34' 48' 66' 67' 78-1 4 PlA5TIC/STOL ROLLERS a'-(' 21'III 18' 8"21.1'TO 2`11-3 4 $3' 34 48' Sr 67' 78-1/4 1.82'DTA.X.50' -SECTIONS ARE NUMBERED STARLING AT TME 80TfOM h W/.44 DIA.X 4-1/4"STEM FOR DOORS MORE THAN 8 FT.HIGH. USE ADOTTIOWL TRACK BRACKETS AT 10"O.C. _ � � �N OPTIONAL INSULATO : I -21 POLY^190GNURA� SSS h CAW SM XANGLE 2.2H'XB 12 GA. DErssm-20 PGF OR #16-1 10&04 m (CO)N it CONNECTED & UM y�" k Ins AMniInP � V 0 Y-1.03 PGF N.OA./ta-1203D4 X,3 OR DETJSm•O.Y2 FCP � v°.° 1)) R.O.A.�iT-o22s.Da N ^ss 1 k j 14 G.UAW.STEM f W/IIII 14 x s1�9 m I MIN..024'ROLL FORMt9 STEEL PANEL ORAwOfii WAUTY MI MIN.PRW STRENGTH E-OPmm Nsa1 WITH PRIMER AND BAKED-AT TO�SIDES TRACK j ANFIGURA7LOAPPLIED N `y WML LFT H10H LlQ STN+)ARD U LOW NEMROOM S o- OMMLE TRACK � g 12 0l OA1Y.Slim AAVAJL q TRACK OPTIONS Bg1T0M B(Lt@fET F 1 1 t ttrl o f ' PRODUCT APPROVED L'L�a p . iMli�Uli i40#!da 1`CQ4 fly C) BOTTOM sFAs OPTIONSyrwovr� O�/1512016 SEE aHEET 8 SECTION A-� OP `` dmwing�no, t p r S r fill 4 oh0at of 4 t RaWORCEMENT IL F1Mf�D /4,X.05e S DST Is x Y 6M i z+ 1-1/1-MIN. SELF DRUM SCRi R oRIWNO BCREW9 Z g g E DW. I 3/16''RNOC STEEL.RNET9 0 o +� WUm"W/004 HEAD 3/18''ILMEx'Sim RIVETS MLITICFtlP W/Dome HEAD F g . 4'1. RTUNA<XtQl"F AT 24'O.C. di t 1/2'X 1-J 4'.:Bj EI•. DIA LAD SCREWS 1/C WA.LAO SCREWS 2BY AT a'FROM ENDSWOOD aAT b'FROM ENDS �: N WOOD 1 MID M'O.C.MAX. 1 MLD ib'O.C.tNx. VQ ; W'SMP AIDLPTER ; ALLIMINUM �PoP ADAPTER i �sTRNPI. gytrsTRlPwNo m• i J)SD_ '4 (�-� i -1.75D--i 1.790-f s N ; BOTTOM REAL OPTIONS 2 OPTION 'A' QFnQN 4 WOOD BUCK CONNECnON TO WOOD SUBSTRATE(WOOD SPECIFIC(;PAViTY$0-055 MIN.) � ! THE INSTALLATION METHODS BHOYM ADOYE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT 13 TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN { ? WILL BE REQUIRED FOR DESIGN OF CARAM DOOR ANCHORAGE, OR SPACINC FOR WOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE EO 9 a, ! { VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPEC11011. � 3/B'HLA SLEEVE BY'HLTI' BLOCK C. 1-1/4' 11' 3 6 CO BY ElCO 3-- QQQ1 Q c ' 1/!Y INK.MIN.STEM SRNCNRE J 8 OrtABOIT BY CoNO 1-1• - 2 by s/18'x 1-b/a' BY OTHERS MUST SUPPORT 714E _ LAD SCREWS LOADS IMPOSED BY DOOR SYSTEM J 8 1-1- 25 z AT 11'O.C. CONCRETE Fc-7000 Pm MPI, m N r 8 18'OE0.80LT3 C-90 CFR=-FILLET]BLOCK Fm 2000 PSI MIN. •.�'• ' �WASHER&NUT WOOD BUCK'CONNEcnON TO NCR /BLOCKS AT 11'D.C.MAX Eur DIST PRESSURE TREATED 2XA Stip WINO JAMBS WHICH SHALL 0E AN�fUREO TO i .. GROUPED LTFNPoRCW FL450NRY BLOCK WAIL OR CONC.COLUMN WITH 1/4'ULTRACON BY'FLOG'MR SPACING OF M I Ill O.C.INTO GROUT-FILLED BLOCK WALL.WITH 2-1/4'MIN.EMBED 1-i/4'x 2-1 2'x 14 CA 111 O.C�tM WE p_sI DISTANCE WITH 1-7/4 MR.EMBED i-1/r 1-1/Y CDM',STEEI.A� CALK STEEL FLAT BRACKETS 1/4'TAPPER BY'POWERS'WITH SPACING OF S.B'x 28'I 12 9A. 2-1 8'x t`X14 GA e 11'O.C.INTO dLOUT-FILED BLOCK WALL. 1-1/2'MIN.EMBED t/18'X 2-1/2 AT 12'O.C.IN DOOR OPNG �1,�STEEL iRACIf I t'O.C.INTO 3000 PST CONCRETE,WITH 1-3 4'MW EMBED FILLET WEIOS AT 18'O.C.NTOVE DOOR OPNC. /B'p1ATES 3'MIN.MGE DISTANCE AT 12'O.C.fAX. COHNECTm TO COM.ANGLE /g �IDCK NUT 3/8'Cam"BY'FT.CO'OR W/(J)STINT WfLOS AT fAOH SIDE '6 1FLA1�'4-20X5 IRUSS FID. 3/8'OL BY'FIW`WITH SPACING OF 24'O.C.IMO 3000 PSI CONCRETE;W1111 2-1/2'MIN.EMBED m tY000 LTUCKTRACK am TIRACW CapT1lAlOt1S ANGLE TRACK J'MIN.EDGE DISTANCE To CONCRETE AND FRIED BLOCK ) 3/8'HLC SLEEVE BY'HL71'WITH SPACING OF o i t1'O.C.INTO TytOUT-flLLED BLOCK WALL.WITH 1-1//4'NDN. EMBED.4'MPI.EDGE WSL AL 71'R_NATE TRACK INSTALLATION 14'O.C.INTO 3900 F9 CONCRETE.WITH 1-1/4'MW.ESLBED AND FEB6 2-1/2-WIN.EDGE DISW1LE D Z 1 2111A - PR�ON OF JAMBS f3•( OTHERS PRODUCTAPPROVDDEs FOR NEW CONSTRUCTION EL401NFEIT OF RECORD OR ARCF4TECT.W VEfiffY 6FN Ut•lgorlNla _ ADEQUACY OF SUPPfRtIINO STRLECIURE TO SUIWORT LOADS IMPOSED 70f1� BY DOOR SYSTEM. NVQ• 1T-1Y06.16 :'Tk^ g h' �_ 4� FOR MOOR REPIhCkMEM B4 RETROFIT BUILDINGS WON NO ENGINEER OF Apbrovd 08I9emole 8 $ RECORD.DOOR INSTALLATION MAY BE REVIEWEO AND APPROVED BY BUILDING OFFICIO.UPON INSPECTION. OF drawing no. f• LWGMUM WERJOR(+)LAPD PER.LAMB (tO.3'x 42 PEf)/2•216.9 Lee W ft. •Vt ••'••••• "''' 18-10D \ { MAXIMUM INIERICK-)LAM PER JAMB-(IO.S x 52 PSF)/Y 288.6 LLa per Ft. V,111111% ` ahret of { F 3/e" 7" # PLASTIC COMPLIES WITH c 2APTER 28 OF FBC DOOR PANEL) .MIN. irP S4 EVIDENCE PAGE . 1.726 TI16"DU1 1VASNER ~ 1 id....x__3[4•SMS - 21MAX+" .1711 E d t i i FOR SPACING W t Q$ F11 VATFdN WON.WBfiI t iri 1 ! 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