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HomeMy WebLinkAboutNOA-STEEL SECTIONAL GARAGE DOORMIAMNDiADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE i Overhead Door Corporation 2501 S. State Highway 121, Suite 200 Lewisville, TX 75067 SCOPE: This NOA is being issued under the applicable rules and regulations govern documentation submitted has been reviewed by Miami -Dade County Product I Board of Rules and Appeals (BORA) to be used in Miami Dade County and c I Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mier (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Col or material tested for quality assurance purposes. If this product or material manufacturer will incur the expense of such testing and the AHJ may immedi such product or material within their jurisdiction. BORA reserves the right t by Miami -Dade County Product Control Division that this product or mat applicable building code. i This product is approved as described herein, and has been designed to compl including the High Velocity Hurricane Zone. DESCRIPTION: Series 11188/189" Steel Sectional Garage Door 16' APPROVAL DOCUMENT: Drawing No. D410128, titled "Jamb Detail, R 06/19/03 and Drawing No. D-410130, "Windload, 188, 60 psi, Post, 16'-0" through 3 of 3, both prepared by Overhead Door Corporation, signed and seal Miami -Dade County Product Control Renewal stamp with the Notice of Accel Miami -Dade County Product Control Division. ' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's statement: "Miami -Dade County Product Control Approved", unless otherwise RENEWAL of this NOA shall be considered after a renewal application h b the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the exp' e o r materials, use, and/or manufacture of the produ of this N( sales, advertising or any other purposes sh to terminate this NOp this NOA shall be cause for termination al of NOA. LIMITATION: This approval requires the manufacturer to do testing of all,cc Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil i by a Miami -Dade County approved laboratory selected and paid by the manufe the manufacturer shall mail to this office: a copy of the tested reports with con] from coils at the manufacturer production facilities, and a notarized statement ] yield strength of 52,000 psi or more shall be used to make panels for Miami. Di Acceptance. ADVERTISEMENT: The NOA number preceded. by •the words Miami•• -Da expiration date may be displayed in advertising literature: 'If any portion of th in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the be available for inspection at the job site at the request -of the Building Official, This NOA renews NOA # 03-1006.03 and consists .-of this page 1 and evidence document mentioned above. The submitted documentation was reviewed by Carlos M. Utrers, P.E. MIAMF IMECOUNTY MIAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 the use of construction materials. The ontrol Division and accepted by the ier areas where allowed by the Authority ii-Dade County Product Control Division mty) reserve the right to have this product ils .to perform in the accepted manner, the tely revoke, modify, or suspend the use of revoke this acceptance, if it is determined ial fails to meet the requirements of the with the Florida Building Code, wide. dential, Dade", sheet 1 of 1, dated - Dade", dated 07/07/03, sheets 1 by Leroy G. Krupke, P.E., bearing the mce number and expiration date by the ne or logo c' ; state and following oted A y a has been no. change in :been a revision;or change in.the - as an endorsement of any product, for Failure to-comply,with any section •of s used -to fabricate door panel under this d tensile tested according to ASTM E-8 uier.,Every" .3 months, four times a year, nation that the 'specimens were selected �m th&nianufacturer that only coils with e County under this Notice of County,, Florida, and followed by, the N , is displayed, then it`sha11 be'done manufacturer or its distributors and shall cages E-1 and E-2, as well as approval ' NOA No. 08-0320.04 Expiration Date: August 21, 2013 Approval Date: August 28, 2008 Page 1 Overhead Door Corporation A. DRAWINGS 1. Drawing No. D-410128, titled "Jamb Detail, Resid ntial, Dade", sheet 1 of 1, dated 06/19/03 and Drawing No. D-410130, "Windload, 188, 60 psf, Post, 16'-0" Max, Dade", dated 07/07/03, sheets 1 through 3 of 3, bot i prepared by Overhead Door Corporation, signed and sealed by Leroy G. Krupk , P.E. B. TESTS 1. Test Report on Salt Spray Test per ASTM B 117 of prepared by Environmental Testing Laboratory; In4 03/13/06 and signed by Brady Richard. 1. Test Report on Large Missile Impact Test per TAS per TAS 203 of 24 GA steel skin prepared by Cons International Report No. CCLI-03-153 dated 09/3( Rezadad, P.E. 2. Test Report on Uniform Static Air Pressure Test pe prepared by Construction Consulting Laboratory Ir 169, dated 09/30/03, signed and sealed by A. H. Re 3. Revision to Test Report N. CCLI-03-169, dated a H. Rezadad, P.E. 4. Test Report on Salt Spray Test per ASTM B117 of Panels, prepared by Sherry, Laboratories, Report N( signed by J. L. Judt. 5. Tensile Test, Report No. HETI 07-T772 on steel sl Engineering & Testing Inc, dated 12/18/07, 1 P.E. .•tt'� 330, G40 and G90 Coupons, , Report No. D-8953, dated 1 and Cyclic Wind Pressure Test ction Consulting Laboratory 1, signed and sealed by A. H. TAS 202 of 24 GA steel skin ,mational, Report No. CCLI-03- adad, PE. 119/04, signed and sealed by A. -40 and G-90 Chem. Treat 003070093, dated7/09/03, and 1. &Zacane led by Candido F. Font, 6. Test report on tensile test per ZQ-8, prepared by Dallas Laboratories; Inc., dated 09/23/03, and signed by Ni. W. Jones. "Evidence submitted under NOA # 03-1006.03" C. CALCULATIONS 1. Anchor verification calculations dated 05/16/08, G. Krupke, P.E. E-1 signed and sealed by Leroy Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0320.04 Expiration Date: August 21, 2013 Approval Date: August 28, 2008 Overhead Door Corporation D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS � 1. No change letter issued by Overhead Door Corporat on, dated 03/14/08, signed by Mark Sawicki and LeRoy Krupke, P.E. 2. Letter of Code Compliance and No financial Interest prepared by Overhead Door Corporation on 09/30/03, signed and sealed by L. pke, P.E., and notarized by M. G. Betes. "Evidence submitted under'NOA # 03-1006.03" G. OTHER 1. Notice of Acceptance No. 63-1006.03, issued to Ov head Door Corporation, approved on 04/29/04 and expiring on 08/21/08. OVI Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0320.04 Expiration Date: August 21, 2013 Approval Date: August 28, 2008 E -2 7 6 J5 4 3 1 2 1 D N07M SHEEP RFY190N RECORD REV670N5 M 1. D[SORm Alp 767m N ACCOAD4ICE MIM flDfWA ICDM COD[. t0. POST BRACIE'IS m RW: NSOLLlID CONCURRENTLY ENTLT WTRM CortLR I1R06. 3], A¢ tAALi USED TO ATTACH THE POST m THE D0011 J 1 1 { 10•-0' IIAX WfOTH . 0'-0' W% KpGR - 00 PSP D6ON WIND LORE. C O C PLACE POST BRACTETS ON TOP K CO/ipt IWICC. UIRq OP ALL TOM L101EY. ARE COMPOSED OF A OORA059R-RMANT MATERIX PER 1 A S 1. 00006 OwA 0'-0' 10G ARE MOT AMLAOLL POST OdM6 A MA9E NO FASTENING m BOOR WON FOUR SCREWS. TAJ 2OL SECTION 0.1.1. FOR t1E Fou1RWR0 ooOR IETp1IS C-a; W-9'. r-V; r-Ir. AND E-W. Il. USE { SCIEWs m FASTER DRM sEcrON DTM nRtrT ro FAlJI COITER SIRE W/POS7. { SECTON DOOR MT1ElO1mWE SDCIOR6 m BE OMFOREO THE SAME AS it AM A-053 ! M00{ (CS TYPE B) JOE - SSA PSI MELD PER W57SS DRTIRIAVATE SECTORS 51OWIL 1E AW0 LOAD OYMRTO MS OFID/0[ME EDLWN = C7WR 1 (1/8 DOOR WORQ(I FOOT OF HEADER LINK NTH CLEVES PH AND COTTER PINS SECTOM IEI4TIi5 Of 7130 ; 19D0', t /47S ARE AVAl1A6E AND WY BE IRSm INIETONTi(DESOM �) OHD ODOR SERIFS Na OEHR. DOOR No. D O ATTACHED m THE POSE. m ACHETL VRW16;:' DOORS NOT EIRI DW- a.-W HEN. (T "XInX.Ma PSG. 20.6/FT OF HEoff. sOtEs lee SERIES CABLED MOSMEN REOIINEIIFM: eB {. oRlOi91[rO IA11O01 or 113 % x0.{ SN , ALTERNATE N. AA10 I/@ Coca PATTOOS a US X 20.4 MID 123 X {3.{ AVAL&B1E i== .(1/a DOOR WpnQ(xs1 TttT)(amrrN LOAD) i% •(1 FT)(2f0 Fl)(0O PSF}xq2 W D DOORS WRIOUT DMOSMMM AM M11ANL S. TORSON SPREES SHOWN. 15- DOOR SOI NAIL SHALL BE rOMAZFD (O.Ox{' M) ACWRWp USE TIWS BRA m ASTY A-SIS TO C90 OR AN W MALEM SURFACE OAATNO MOUNT ON WALL CLOSE DOOR AS LE Do01b oNLY. FOR APPRM CT DACE Cna BLDG CODE COLpYWLE OFACL POSSIBLE FOR POST POSSIBLE M WITH IE LA 7- IW LAG SC 7. AW A A ARE NOT MAKABLE a. "L TOTED N ACCOMWa WITH WADE OMM PROI000I.S 90D (POSTS WLST BE PEpLIWENRY ATTACHED 1D THEIR FINAL ATTACH TO SEES Wlifl x AT ALL MMEN ACHE IM AD STSES. � IN AT TAS 101. US 202. AND US 2rA LARGE LLS9U WWI RE56TANE TOPS INSD4LIATION POSiXM! Bf A CORROSION-RE95bHF CABLE) N AO0RO1; A1fACN LOP S" Di TOP SROAT pl 10/ SECTION 17. POS7 LWD OP SEC H CALL1lLATOL6 ((1WN%% DOpN 11001/T Oi a FFEi} (CABLES NOT SHOWN FOR CIAMM. WRH (1) SCREW BETWEEN EVERT O®OS901L (1/{ = WONxa FEO)(WF90N LOAD) .07t� 7 SW PLAMM ON SCCMNS IMY VART ♦/- 1 NOMES ({ FT)(0 FT)(6B PSF).1P30 b1 TOP SEM N - OMMY ABOVE TOP T TU= AND BOTTOM OF SECTM M POST LEADER BRACKET FASTENER REOI11RF (M: NIOOEDIITE SECTORS - TOP AND surnam OF smnom. / -(PONT LND)ro`I of RFAC PONISK/ OF FAMENERS) ®VIEW "C-C" BOTTOM Smmm - TOP Am EOTOY OF wnm F .(192D E .YYO OETAE ro BE N ACOOI 6&(1)(/ FAQ. 240 p. KEEP CABLE FASTENED TO POST WTM WTAR DFUWFLO {1AS 19. R610YABlE 2' TRACX .M1W 5/1 LIx W9OLDAD POST INSTALLATION NSTNLCION UA NtSCREW. AND NUT 0 KA F SHALL AS FOLLOWS; JA - LAG CREW. 1-3L LABEL 6 ATTACHED ro DOOR BACK SIDE . CONCRETE ETE L IRO `AItN, 3/16 X 1-J/{. x0. THREE RDMwaE WNOIDW POSTS INST BE A1TAOm MID FRET COMCRE7E NOOI -POWERS LDK BOLT. a/ta X 1-th O6MMIGM ENGAGED WAN HVJMCANE WARKp 6 MmWicm 21. APPLY PROBLOT APPRdM LA91L P/M 405740. SPONIE ANCIIDR xx. WHEN POST 6 NOT N USE BIMM H M WM rAX 9 6 BRACKET 3 1/e --{I m BE SPORED AO NOT LMED FOR ANY OTHER PUMVSM ATTACH SM BRACKET TO POST WITH HF ANNOL POST"C, TRACK BOLT WASHER AND Nt1C LET. Typ ] pLES - -SHAFT C --- - N/ORgpETCUNTER�1Wq(� - - ------HFADPLATE-- (� SECTWh® -- - _ _ ANCE ' - -- - - 1 98 1{ T- .S W -- xs A sEC1O1b 1 1 .A UP -x PEcs SERIES 180 THRU 189 ARE EQUIVALENT CONSTRUCTION 1 a' -Or MAX. WIDTH NOT m SO. N. INTERIOR ELEVATION J-3/- o;? x POST STORAGE HOOTH lRE10110ERk]161YRD SHOWN l��1RY1iWF79iNM B TYP x PIGS S SNLEE TES HSx x % 7 T0' IRIS .00a' 2 .OS �' - es �a 10�UR !00 s .010 C6 DWC 115[O OM mom' m 3 .3• Yew a. N/A 6 "� D7 07 D- 8 % 6 5. 4 3 2 L =Film 8 7 6 5 4 3 2 i REVISIONS S.Y.P. 2.6 HEADER ANCHOR W/(. t/a . ITN TAPCON 1-1/4 END STILE "' c K16E KK [N IONO P51 NEXT TO POSF ISSY ( ) CENTER STILE ©' CONCRETE O.OJ6• INK (0.021' INK) 1JM0 P LINK AND PINS MUST BE 0 0 C GLUE f0 PANEL EaPO Of RCC (2 PER NINGC) PERMO ENVY ATTACHED TO POST —1 .70 BY COARM*N-RESISTANT CABLES I 1-7/6 IJ LINK MUST BE ,D 408879-0001 LINK t 1 10 NOR120NTAL 5 MATERIAL THICKNESS r, w/.37•2DLL CLEWS PIN/COTTER PIN / o o N$ STRUT V ANCHOR N/(.) 5/15 X 1-3/1' 1.96 LAG SCREWS 0.13", DIA . TO- - STEEL CABLE® 2_1/2 ►TTAL'RED TO 40W7-0001 7 1 w/(7) 1/1_ 0 STEEL STIR THUMBSCREW, WASHER, 2 NUT 2 RED.TOP (MAST BE SECURED TO POST AT ALL TIMES WITH I 2-1/2 PER CENTER STILE TYP 12 PLACES FIXTURE CORROSgN-RE56TAM CABLES) ! T (1 BEHIND EACH P051) 2 RED . PER END STRE DETAIL "E" /ATIACHED .TSB' -PUT[ STEEL HIS STRUT, w/(6) 1/4,625 SOS P/N 4D0650-0003 EDGE OF POST CENTERED SECTION "G-G' OVER CENTER HWCES SEE ! REF N07E 3 '? S/ t � S STRUT TRACK 0 2.13 I/1 1-1/2' REF COVER$ RC00 2• X 6' w00p JAMB 1RACK 2 PLC$ 000 CNO IxNGC PER TWICE .0596a-0001 SCAB BRACKET (REF) �O C (PERMANENTLY -- - _ _ _ ATTACHED 70 - - -6- DOOR 1/.-20 55 BOLT/IIANOE W7 REF 15 II P. 1/4' RU 9 REr I o 5/1 LAD SCRfw . 1-J/1 2 PERSTRUT RETAIL "D"fig In ! DETAIL "F•' 5' REF 7-1/2' . A• X .069' STEEL CHANNEL 12 409331-0001 FLOOR PLAT STRUT OS7 MATERIAL THICKNESS PERMANENTLY FASTENED TO FLOOR -� 1 )/6• iNx, IO9326-xxxx POST ASSY, VERTICALVERTICALW/(1) 1/42 I7W TAPCON (1-3/4'/.' EMS) POST BRKT SECTION. "A-A" (ttP 3 PLCS) SECTION NEW SHOWS DOOR SECTIONS W/O GLASS B STRUT 1-1/4 STRUT / �- 2-I/2 ° �mTT4)[u�T>1WFLEir B S II% CNOA RR HASP LD1MSROM HEAD N 0O° AeLLrt��cpb. He.o Od UCH O � A\T EACH POST ORRT�LOCATITIO �� _-_ O O 1-3/1 LV O I�: 0 BY PANEL BOTTOM STRUT ONLY SECTION Imo■ 6hB��BI BOTTOM FIXTURE IF- i 11 408876-0001 SUPPORT p .167 MATERIAL THICKNESS W/(1) 5/ 5VID / uc SCREWS DOOR O OO WEATHERSEAL SECTION POST BOTTOM BAR � IS 409437-0001 1.75 K 7 TR PIN POST BRACKET I,T!• P[NElAATION IN DOWN/LOCK POSITION 12 TION "B-B' .099 MATERIAL THICKNESS POST REu0VE0 FOR QAfiitt FAST 603_ TO 570.E AHD Sxw iNRU AOT6m-oGo1 w E 1/s/e w5 A - 1-3 O . a_7/1' . 5 LOCAT• - STEEL HASP HOCK A FELTED TO POST AT 5 LDCATIDNS FASTENED v OVERHEAD DOOR CORPORATION /(q 1/4.7w sps FLOOR PLATE DETAIL /y j%� 2501 SOL! S1ATF WAv 121 0.75- / -3 Q �/ IBE�W15W1C.SX ]5200 _ LEROY G. NRUCKE, PE. [36560 FV115N 2000 PSI CONCRETE FLOOR �- ® TW16L( ItlIItDs: _A 3 ' NONE f r'," H� wwDLwD. ttltl. .K t �Ir� Y WOWCK OS IS 0] 60 Py, PoST, 1 --0' Wx, WDE POST LEVATION :iz i .°oio MayAE K� G. ❑NERAI 0vm m ";, ANcics. s• H/• :::. D- 410130 8 7 �Av DIG USED ON q(S i EACH J.0. rAw 07/07 OS w NON n 2 e 3 b 5 4 3 2 1~ b I IT .099 }—E008 i D 2-„/16 D Io F�--'-�F-- 2-13/32 O 409808-0001 TOP FIXTURE FASTENED 10 END STILE W/(4) 1/4.5/8 SUS 2-9/32� I ' .068 if C 3 Ea (d OS 407605-000X END HINGE FASTENED TO END STILE W/(4) 1/4K5/B SUS ' S PART NUUBER A s0]605-0002 .BS B 407605-0003 1.10 C 407605-0004 1.J5 D 407505-OD05 1.6D m- i 4 F7/16 7/16 DIA-j 1-13/16 Du j O 061166-DOOX ROLLER ASSY TR3 LOCKED W/508624-0001 PUSH HUl 9 1 PART. NUUBER A 061166-DOp1 7-9/Ifi A B 061166-GD02 5-1/g 6 5 2-11/32 .085 T- D 0 3-9/16 0 0 O2 405771-0001 BOT. FIXTURE, LH 405771 —0002 BOT. FIXTURE. RH FASTENED TO CND STILE W/(4) 1/4.5/8 SUS .099 r//6py 14 6086 4-0001 &WN T 4 3 2 RENSIDNS LENOTH DODR WIDTH -,-I T_7/8 5/B O 400650—XXX2 ROLLED HS-2 STRUT FASTENED TO CENIER/END STILES W/(2) 1/415/5 SNS .O6B alp oQo 0 0 - opo .057 Oi 407603-0001 CENTER HINCE FASTENED 10 STILE AND SKIN W/(4) 1/4KS/B SUS THRU CD9437-0001 •T� o o IT 2-1/16, THROW O 4-5/B D I 3�0.15 L000 O 409334-0001 SLIDE LOCK ASSY FASTENED TO END STILE W/(4) 1/4R5/8 SUS TH3/< II I - T�-4-3/8-+: II 0P M I 1. O -+.- •099 O 405964-0002 JOINT BRACKET JOINED TO TRACK 1/(4) 1/4-20 SS BOLT/FLANGE NUT 1 oAo o:�0 15A 405742-0001 BRKT, ROLLER SHAFT FASTENED TO DOOR W/(2) 1/4.5/8 SUS +5B 407305-0001 BRKT, ROLLER SHAFT FASTENED TO DOOR W/(2) 1/4.5/8 sus PART. NUuBCR 'L' 4p5742-0001 2-1/4 407305-D001 3-1/1 7-3 ® � T04%E W..a.. rn. nr..v ana..0 FINISH Wr'r TAAIEEITS: ! .25 NONE .% S .1 ram✓+-> • i'i%i l•. W50N .xR = .03 UNIT Of .RKY .010 YEASU41 N/A m fINE91 ANGLES: i ! �� ON 'O.U" A M. J.0 ~FSY 4 3 2 ■E mm m l OVERHEAD DOOR CORPORATION I A 2501 SOUTH STATE — 121 BUsw CSS. SUITE 200 LEWIsVILLC. Tx 75U67 LEROY G. KRUPK[, P.C. 1355fi0 ^WINDLOAD. 186. 1 0 8 7 6 D NOTES 1. ALL LOANS FROM THE DOOR ARE TRANSFERRED TO THE YERIIGL JAMBS THROUGH THE TRACK (sPF STUB GRADE OR DEFTER). ND LOAD FROM THE DOOR IS TRANSFERRED TO THE HORZDNTAL (TOP) JAMB WITH 'STRUT ONLY TRNOLOAD GUMS. 2. EACH VERTICAL JAMB SEES A MAMUM DESIGN LOAD OF ♦2909 LB A -2989 LB. 1 ALL JAI, FASIEHFAS MAY BE (BUT NOT REOIPRM) CDUNTETLAINN TO PROVIDE A FLUSH MOUNTING SURFACE. {. JAMB ON SIP ((BRACKETS GSS)• OUANTTITD WAD YY AND LOCKM CATION ARE TIRE PRESENTED ON ALLED WITH APPLICABLE {WINDLLON DOOR(DDMMD�S 7. GRADE A) - D s' MEADDEER ANCHOR BRACKETS BRACKETS SHALL BE INSTALLEDNBWITH 5/1ALLED 0. X 1-TH Li/i uc/sCRL�Ws (ASTM AiOAmT c�E'q)ONESYP (Sc �.Ssja-a.ss). OPENING REQUIREMENTS —_ _ _WOOD FRAME BUILDINGS //j/��E�'�� STUD WILLS OF DOOR OPENING SHALL BE FRAYED SOUO-BF NOT LESS, THAN 2 FALL LENGTH 70 G` 2 HFADERSTM USING SPF STUD GRADE OR BETTEN WODD. SKID WALLS TO BE COROTHUOUS FROM FOODNO TO TIE BEAMS AND IN ACCORDANCE WDH FIX RMALIATION IN ACCORDANCE WITH ONO 40 M IS AN ACCEPTABLE ALTERNATIVE BLOCK WALL OR CONCRETE 2X5 MIT.,,WOOD JAYS AND 2i6 UK HOOD wAOEt6iW SHALL BE ANCHORED TO GROUT RONFDRCEL OR CONCRETE COLUMN 8LOCR WALL CELLS SNAIL BE FILLED WITH CONCRETE AND REINFORCED WITH / EXTENDING INTO THE FOOTING AND MD THE BEAUS. (STRENGTH S ASSUMED TO BE 2500 PSI). ALL BARSyy�� BE CONTINUOUS FROM THE TIE BEAMS TO THE FOOTING FOR BIRO( WALL OR CONCRETE .COLUMN. BLOCK CONCRETE COLUMNS TO DE DESIGNED BY A OULD040 PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH MC CHAPTER 21. -® e JAMB REQUIREMENTS JAMB$ SIJPPARTR46N—STRklMlE"=c (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS TO 2n VERTICAL JM,S OR SUPPORTING STRUCTURE) I i 4 3 2 REVIS • uNtN a ItN d N IC d 6• 1Y�P FASTENER (SEE TABLE) L - 1.5• I 1.5• TYP O HEIGHT DEPENDENT ON INDIVIDUAL INSTALLATION p O SPRING ANCHOR BRACKET PAD DETAIL WOW SPUD OR 2%8 *PAD* EXTENDED TO CERJN0 HEIGHT FOR SPRING HORIZONTAL JWB. ANCHOR BAACKF2 ATIACMYa 2%6 Hi1DERSiUDS (SEE DETAIL) XFADPtATE SYSTEM(DUE T ONLY HEADER POST / \ 12• MIN TO ONE (I FASTENER (SEE TABU D I 0 1 D CEILING EVFRI' FOOT OF WIDE NOT TO EXCEED 16" ON LINTER FASR7NER - SPIIC ANCHOR BRACKET POSITION DEPENDENT ON DOOR SIZE AND STYLE OF Nth HEIGH MAX O.C. 2%e VERTICAL JWB 1%8 YERTKJLL JAYS Y01 N yAwyDM 5� USE FOR SPRING FAST}NFM ON CENTER WASHERS ANCHOR BRACKET BUILDING TYPE FASTENER TYPE P B NNCE BETWEQ7 FASTENERS REWIRED? OR POST PAD? Y NIGH 8' NIGH WOOD FRAME SP 5 16 % J LAG SCREW ASILI AW7. GRADE 1-5 B YN. EMBED. 10 12 12 YES YES C-90 BLOCK 2 500 PSI J 8 % { POWERS LDK BOLT ANCHOR BOLT. 1-8 8 YIN. ENBED.• 7 8 16' NO YES YES CONCRETE COLUMN 2.500 PSI 3 B % { F0WER5 LOK BOLT INCHCA BOLT. 1-5 8 YIN. E11BFD.• 7 8 16 NO YES 1000 PSI CONCRETE 1 { J-90LT 12 14 12 11 YES Y6 YES 2000 PSI CONCRETE • 6 16 J-BOLT 10 12 7 8 16 YES YES 2000 Psl CONCRETE 5 8 J1. -BOLT Al - T/iCONS/ANCNDR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRA M/ANGLE IN RETVS. LIEU OF 5/16• % 1-5/8• LAG SC POWERS LOX BOLT SHALL BE TORQUED AS SPECIFIED BY THE RAWL DRILLING AND ANCHORING SYSTEMS DESIGN MANUAL r OPENING WIDTH I!R0[K=RENEWFD • oanyillgvdh dw Fkdi ftsubscaft - • .r.... 0 ■ ID =113 ME ® 'Ea _— N COIN .25t N SW �.Wf/-Jd A a A O.ON Sao • -EDT AN k AT ]la f Ato f 1/tA AttLTf1 A .P RESOENIAL DADE 6/19/03 410128 6/79/OJ .Q - �� UNIT OF I UWW N/A �'�•" / N A G FIHERAN REF GIN: USED ON u _ JU NAYI 8 7 6 5 4 3 2 p Iiami-Dade County - Building Code Compliance Office Page 1 of 2 K Building Code Compliance office Product Information Product Control Search Results File Ciassifleation: High velocity hurricane zone Applicant: overhead Door Corporation Category: Doors Subcategory: None Material: None Impact Rate: None Maximum Design 0.00 Pressure(+): Maximum Deslan n nn Text Size: Reset Big Bigger 10/11/2008 nnn a.qn?fldNOA=&Classification=l...