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Liability for garage door1 EAG+c OCGyRRENCE $ CAW r QUO PREMISES (EA oveuronto) $ 50 , 000 MED EXP (Any a+o WW 15000 PERSONAL &ACV INJIPRY $ 300,000 cENRRALAGGRmti.ATS t 500,000 8 500 —• .. >•ROOUCTS • GOMP1)P A00 I,- C OM3iI fD LIMIT S EOOILY INJURY 1 $ BODILY INJURY (Pm MNtlFM) 8 PROPERTY DAMAGE i y _.. (Pq, accident) ♦ AUTO ONLY - 8A ACCIDENT I b 1• OTHER THAN EA A;:C E AUTO ONLY; AGO T EACH 3 OCCURRENCE a AtlG/ttaATE S 8 f JTOr LIMITS I Ipi _ E.L. SAGA AOCIDBBT E 4, DIIFABE - EA EMPLOYEE B E.L. DIRER IE - POLICY LIMIT 0 3058222945 03/28/2005 10:25 3058222945 is 774fbLbgCG ACQRD CERTIFICATE OF LIABILITY INSURANCE au ger PROOUCIR TIC of ,T h. t audordalw, Ina . 1160 pa stets Road Wt . •LaudRardl L1e OIL 33325 Phone: 954-384-1001 ?ex :054-384-5324 INSURERS AFFOI PING COVERAGE ; NAIC lNlURt4a mm INSURER A: CQ1 Insuranc. Co . COVERAGES THE POLICIES OP IN5URAItiCe L16TED BELOW rAYs BI EN !MUM TO 'NE INURED NAMEb ANDve FOR THE POLICY PCiWOD INDICATED. NOIWTHETANOINC AHY REQUIREMENT. TERM OR CONDITION OP ANY CONTRACT OR QTMER DOCUMENT WTM RU CCT TO WNION Tw}B cER77cICATE MAY ti&i ISENN0 OR MAY PERTAIN, T14 INSURANCE APPOROED EY THE. POLICIES UI$CR ED HEREIN 16 SUBJECT TO ALL THE TERMS, 'EXCLUSIONS AND oeNbn0Ne OF such POLJCU:L. AGLTReNATE LiMYr SHOWN MAY NAVE DERN REAUCED BY BA17 CLAIMS. Riu vw - LTR CI$R 88$A t, LIABLITY A F X I COMM l:Low, EANERAL LIABILITY J I CLAIMS MADE X OCCUR CEN'L AGGREGATE LIMIT APPLICI PER; _ :X POLICY r P T [ 1 LOC AUTQMOBILELIABILITY • AMYAyTQ ALL OWNED AUTOS QAINADE LIABILITY ANY AUTO TICUE IN.. uRANga, , DEDUCTIBLE ` 1 RFTENT10N ACCTS 28 (2O01 /OA) IxCIBI&UMBR8LLA LL4$ LITY OCCUR CLAIMS MAOS CERTIFICATE HOLDER immoral CDM INBATION AND EMPLOYERS' LIABILITY ANY lcaR w3M3 P EXCLUDED? XCa aT1VE gym *mat tilde? $PPCLAL PRCVr5IQN3 DelOw *3GRIMTION LW' SM►ERATONj 1 LOCATIONS ' VEMIOLLS I EXGLUBION$ ADDED BY INDDA3Idiwr 1 ERMIAL P$ OVISION$ VILLAGE or MIAMI SH01lare FAX 8305^- 758 -0972 10050 WE 2 AvmzU MIAMI SHORES FI. 33130 THIS CERTIFICATh 1fi I9SV D AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TH18 CERTIFICATE DOER NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORD OD BY THE POLICIES BELOW. POLICY RUBBER GL3156187A VILLMIA 81 o JOHNS GARAGE DOORS N FIG OF FT LAUDERDALE INSURER $: I NSURER O I I INSURER 0: 1N$U!lM F: 03/21/051 03/21/06 UMITS PAGE 01 PAGE 81 DATE (MN/DDIYYYY _03/23/ 0$ CANCELLATION 6NOULD ANY OP True MOVE DESCRIBED POLICIU3 BE CANCELLED ERRORS TM EXPIRATION DATE THEREOF, Mk ISsuINC INSURER WILL KN08AVOR TO MAIL 30 DAYS WRrrteN NOTCC TO TALI CERTlKICATI NOLORA NAMED TO THE I - EFT, RUT FAILj DO BD SHALL IMPOSE NO OSL T IGIAVN OR LIAOILITY Of ANY �w1xVPON TN; MUM! scums B AOENTB OR 1I RIf}ENTAT1Vis. ONssD RpPRLDS Nmm r w AOORD CORPORATION 1988 03/28/2E105 10:25 3058222945 A_COLIP. CERTIFICATE OF LIABILITY INSURANCE PRODUCER 7.ikQ 7zzanaret hCidIng3 3•;I: E s:t su;te 351 rt. :7ef61 INSURERS AFFORDING COVERAGE Ikswiffo ? t; SO1 . INiutiFR rizmt COrMercs,a.l. !.:1.41.1rance COLVar.y 1.44G T1.:13.,Ant..:,wo 200 iSUREHc. FL 3 COVERAGES ■114.111■11111.11111■■,..1■••■. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE iNsLRED NAMED ABOvE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY FIECUIPEMENT, TERM OR CONDITION OF ANY CONTRACT OPI OTHER DOCUMENT WITH FIESPIDT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE pOuCtEs DESCRIBED HEREIN ;s SUBJECT TO ALL THE TERMS. ExcLUSIONS AND CONDITIONS OF SUCH POL;OIES. AGGREGATE LimiTS 9H3wN MAY HAVE BEEN REDUCI-o BY PAID CLAIMS. IRSti OTHER GENERA,. IABILAry COMMERCIAL GENERAL LIABILIFy GI &No.? mArf 000.114 GEN1 AoGREGATE LIMIT APPLEgP7171. P P Cl/CY_I ;PT ..tuTCNOSILE.LIASIL.Tv i ANY AUTO ALLOW/EC! Ai.rrot-7 I SCHEDULED ALITO6 ; IIRC ALITOg NON•OwNEPAU GARACEL:AEPLITY I ANY AUTo EXCttIstuNISRELLA • ("MIA I cl AIMS MAL.x, „.; DFOuu.; E ;;ETENrION WORKERS COMPENSATION ANC amPLoYERs' L,AsiLrry A4YPF OPPIoEsmpvIESR e.c.s.c.rooLr•tiver SoEciAL pPOOSIONS000ty, CERTIFICATE HOLDER • 1 ,-vk , or .1. re:v., ,,;%•,;!' .5,, r)( NE. 2:id Nyt „14411, rL ACORD25(2001/00) jja.ttaw___u2zuaFaofivaurL.__+,srt NUMBER . ASCE i OATE Tao', eirai Jai - ' ------- - --- —u-MI-TE--- ------------- ‘4--113-1--- --------------. S 1 EA (. OCCLIRFI et+CE. .• OMMUCETOPOTTETY t i -..... - -....-- i !,..FP1Pyilf,.5.1 I S ___ F:ERGLonAl sADvItiaiRy . s . 1 r CiENF.RAkAGGRE . 1 b ... . • PRCo+JOTS AOC:: . i s . , L TM ...cc UINsiNIAk LAS1 1 (Per pergur.: INJURY : S JOHNS GARAGE DOORS N THIS CERTIFICA 18 ISSU AS A MA ER OF I ORMATi N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSUREA C. INSURER E• n1/01/ •`.17/01/20E I . i ---..L........---______ ; •••• 1- I 1 DESCRIPTION:0 OPERATIONS I LOCATIONS /VEHICLES, EXCLUSIONS AODED OVENOORO WENT ' SPEC LALFIROVISIONS Co'?4 lil oxteodeO r:o 7 tA..a.scd .empicl..ew of altol enployex (F1::ridN OperrAtlont OnLy): :Phr's s.r.e.r .b"-o 523 Elkec7.1ve 2,23/2 .- :.;7 :isle LI, :sc.:LATHER : I) .20:rtth.11ate of T.r.suninop 00E43 not nonar.;tute a cc kwateen r..10 1;5su1nq ins;:rer (9), zuth*::!..zeci r '.7 Pro.luc9r, 5 the oerri f::. nate. ;')older, no. r,,,t4v€.15.• •17 :lag.; t Vely Arc;•Arld, oxt.ar...i r. Alter t : l 0overo9e ad . *1. , the po.. lc i.: 5 1.1 is t• then:ion , CANCELLATION SHOJLOANV OF THE ABOVE DESCNIMED Po LICI ES E CANCELLED BERNIE THE EXPIRATION OAT E THEREOF, TI :SSONG INSURER WL. ENDEAVOR To !MAIL .3D DAVE wm NOTICE TO THE CERTIFICATE HOLDE R NAM E0 TO THE LEFT, aUT FAILURE TO 0050 SHAL:.. IMPOSE NC °PLACATION OR LIABILITY CF ANY KIND J1sON tHE fAISURER AritArs OFI REPRESENTATIVES AUTHORISES REPRESENTATIVE O;0? .AxT BODILY ItuuRy .5 (Persacdent) PPOPERrvomAGE 1 6 ' FfirSIOL:tient) ; i v • FA Acc..0Fui s EA Ace. I s oTHER THAN . AuTOONLY: AoO ! EACHOCCURFibNcE b AucHkUA :S • S PAGE 02 CATE aVAND DiYVYY) • NAIC# u lr di it s t L_ Mil 1 'W si ex El. EACH ACCIDENT 5 • .1 E.L. DiSfASE EyPcoycv. 3 0, 0(10 F 1 D SF E -PrxicyLimiT . $ )0r.', 000 • (ID ACORD CORPORATION 1960 401. 47.00 , 430:. 4310. 4400. 4401. HOG. HDGI- _IAIvi TO _UPPC,RTIi`IC STRUCTURE ATTACHMENT ) ALL THE LC'AiD THE DOOR IS TRANSFERRED TO THE TRACI: AND THEN FROM THE TRACK TO THE 2146 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRAI•ISF: FE= TO THE HORIZONTAL (TOP) .j, 8. AN EACH VERTICAL JAMS SEES A MAXIMUM DESIGN LOAD OF 2,932.4 L9 & —3,328 LB. 3) ALL .JaMG FASTENERS MAY BE (BUT I•I0T REOUIRED) COUi•ITERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE: ‘V 0 FRAME BUILDING STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE /12 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIFER _TRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOGTIN:J TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION BLOCK WALL OR CONCRETE. 2x6 W000 JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH (/5 BAR E::TENOING IPITC' THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF' RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2/8 JAMEI TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE 'J3i=V' FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) • • �•r'�4 %'r DESIGN _OA.OS: - ,.IF..• E. __ —....G P.S.F. OOyar C..w•c.ieA N FO IOU N.,w•M. MAX. O.C. ®p ayl 3585 BUILDING PRODUCTS COMPANY 8585 OUY.E B LVD. MA50N OH 4504 Building Products ` 5I3) 770 -4800 Company CA IC 4 9/96 ADD m0 ELS 2400 2401 5I I 8 a.u. 1 [t. SC!14'r t0 2/93 1 ADO M/N 2;10; 0EL'TEE -.1 /1•I 22C0 4/99 N0 CHANGES 011 P4G£ 4 • 2001 ADO HOl.IE Mfil S: HOGL: OEL. 2300/ 1)1 . 1O 6/2001 I P.Ey15ED V JAMB GESI0N LOAD '40TT 2. HORIZOI'ITAL JAMB (NO LOAD FROM DOOR) FASTENER .a TYPE t � MIN. No. OF FASTENERS '-� PER VERTICAL JAMB 2x6 VERTICAL JAMB ^.� I, - TAPCONS /.ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16%1-5/8" LAG SCREWS (SEE PAGE 3). RAWL LOT: /BOLT SHALL BE TOROI_IED .AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER MARX W. WESTERFIELD, P.E. :,/ PAGE .4 OF 4 MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 " NOTED 7/6/95 M „” "• MWW ocaxu H 0I. 1 =24 rrrrllr••r •:.r. In:• rind 611awi Ihulr act CuNir llivflio i AS CCM:Qt. 16'2 "'.V x 8'0 "H rc:a'vllo• M/N 2400, MOGL, 66, 67, 63. 2401. 4300, 4301, 4310, 4400, 4401, HOG WwVU4 Ka•SCR. of V. B 101 483 MIN. No. OF MAXIMUM FASTENERS ON CENTER PER VERTICAL DISTANCE STEEL JAMB BETWEEN WASHERS BUILDING T ' ?E I FASTENER TYPE 7'H 8'H FASTENERS REQUIRED? vi000 FRAME (SOUTHERN P!NE I 3/16" x 3" LAG SCREW (ASTM A307. GRADE A). 1 -5/8" MIN. EMBED 10 11 10" YES 'S -90 BLOCK (2.000 PSI GROUT) • 1 1/4" x 4• ITW TAPCON CONCRETE ANCHOR. MIN. 1 -3/4" EMBED i 10 11 10" YES C -90 BLOCK (2.000 P51 GROUT 13/3" :: 4" RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES). 1 -5/8" EMBED 9 10 11" NO , ^nnlrp r� rnI lluw ( ^. (W) Pc1) 13/5" :: 4" RAWL LOK /BOLT At4CHOR BOLT (5000 SERIES). 1 -5/8' EMBED 9 10 11" NO 401. 47.00 , 430:. 4310. 4400. 4401. HOG. HDGI- _IAIvi TO _UPPC,RTIi`IC STRUCTURE ATTACHMENT ) ALL THE LC'AiD THE DOOR IS TRANSFERRED TO THE TRACI: AND THEN FROM THE TRACK TO THE 2146 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRAI•ISF: FE= TO THE HORIZONTAL (TOP) .j, 8. AN EACH VERTICAL JAMS SEES A MAXIMUM DESIGN LOAD OF 2,932.4 L9 & —3,328 LB. 3) ALL .JaMG FASTENERS MAY BE (BUT I•I0T REOUIRED) COUi•ITERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE: ‘V 0 FRAME BUILDING STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE /12 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIFER _TRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOGTIN:J TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION BLOCK WALL OR CONCRETE. 2x6 W000 JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH (/5 BAR E::TENOING IPITC' THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF' RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2/8 JAMEI TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE 'J3i=V' FOR ATTACHMENT OF TRACK BRACKETS TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) • • �•r'�4 %'r DESIGN _OA.OS: - ,.IF..• E. __ —....G P.S.F. OOyar C..w•c.ieA N FO IOU N.,w•M. MAX. O.C. ®p ayl 3585 BUILDING PRODUCTS COMPANY 8585 OUY.E B LVD. MA50N OH 4504 Building Products ` 5I3) 770 -4800 Company CA IC 4 9/96 ADD m0 ELS 2400 2401 5I I 8 a.u. 1 [t. SC!14'r t0 2/93 1 ADO M/N 2;10; 0EL'TEE -.1 /1•I 22C0 4/99 N0 CHANGES 011 P4G£ 4 • 2001 ADO HOl.IE Mfil S: HOGL: OEL. 2300/ 1)1 . 1O 6/2001 I P.Ey15ED V JAMB GESI0N LOAD '40TT 2. HORIZOI'ITAL JAMB (NO LOAD FROM DOOR) FASTENER .a TYPE t � MIN. No. OF FASTENERS '-� PER VERTICAL JAMB 2x6 VERTICAL JAMB ^.� I, - TAPCONS /.ANCHOR BOLTS CAN BE INSTALLED DIRECTLY THROUGH TRACK BRACKETS /ANGLE IN LIEU OF 5/16%1-5/8" LAG SCREWS (SEE PAGE 3). RAWL LOT: /BOLT SHALL BE TOROI_IED .AS SPECIFIED BY THE RAWL PLUG COMPANY. DESIGN ENGINEER MARX W. WESTERFIELD, P.E. :,/ PAGE .4 OF 4 MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 " NOTED 7/6/95 M „” "• MWW ocaxu H 0I. 1 =24 rrrrllr••r •:.r. In:• rind 611awi Ihulr act CuNir llivflio i AS CCM:Qt. 16'2 "'.V x 8'0 "H rc:a'vllo• M/N 2400, MOGL, 66, 67, 63. 2401. 4300, 4301, 4310, 4400, 4401, HOG WwVU4 Ka•SCR. of V. B 101 483 CLOPAY MODELS 2400, 2401, 4.300, 4301, 4310. 4400, 4401, HUG, HDGL HOL MES MODELS 66, 67. 66 NOTE: EITHER jf - //14x5/8" SHEET . METAL SCREWS ANGLE TRACI< , /'O 0d (0c.) 0 O '\ ,� ' _ 1/4 "x3/4" SELF 'J TAPPING SCREWS. 14 GA. END HINGES SCALE 2" = 1' VIEW "B" JAMB PREPARATION NOTE TRACK SHALL BE FASTENED TO 2x6 YELLOW PINE W000 JAMBS WITH 5/16"x1-5/8" LAG SCREWS (9 LAG SCREWS PER SIDE UP TO 7'0' HIGH ANO 10 LAG SCREWS PER SIDE UP TO 8'0" HIGH). PREPARATION OF JAMBS BY OTHERS. TRACK BRACKETS OR ANGLES MAY BE MOUNTED DIRECTLY TO CONCRETE USING APPROVED MASONARY FASTENERS. Q 1" DOOR OVERLAP (EACH SIDE) 2x6 W000 JAMB SEE "JAMB PREPARATION NOTE" ABOVE 12 GA. GALV. STEEL / CONTINUOUS ANGLE FASTENED TO WOOD -�' JAMB WITH 5/16"x1-5/8" LAG SCREWS NOT TO EXCEED 14' O.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT FOR JAMB TO STRUCTURE ATTACHMENT POINTS. / MIN. OF (1 1) LAG SCREWS ARE REQUIRED. GALV. STEEL TRACK FASTENED - TO 12 GA. GALV. STEEL TRACK CLIPS. TRACI< ATTACHED TO EACH CLIP WITH ONE 1/4"x5/8" BOLT & NUT. EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. PAGE 3 OF 4 DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 18 GA. INTERMEDIATE HINGE • SCALE 2" = 1' VIEW "C" JAMB CONFIGURATION SCALE 2" = 1' BRACKET MOUNT OR CONTINUOUS MAY BE INSTALLED (AS SHOWN). - 14 GA. INTER. HINGES USED ON 24 GA. EXTERIOR SKIN DOOR MODELS. OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT) 16 GA. GALV. STEEL DOUBLE END STILE — 2" DIA. LONG STEM. 10 BALL STEEL ROLLER. "c w z In 0 z z 0 0 w CC CO 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED "- 18 GA. GALV. STEEL INTER. DOOR OPERATION. FASTENED W /(4) �I4x5/8" 14 GA. GALV. STEEL ROLLER HINGES SHEET METAL SCREWS. FASTENED TO END STILES W /(4) EACH //14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS FER END HINGE. 4/2001 1 0Cv wtc 7 8 6/2001 13 GA. GALV. STEEL •FLAG BRACKET "--OR 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. d LAG TT SCREWS. BRACKET WITH (3) 5/16 ,76 "(7'6 "H & 8'0 "H DOORS ONLY) 63" 50" 38" ID" HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 2" GALV. STEEL TRACK, TRACK THICKNESS: .083" TRACK CQNFICURATION SCALE 1/2" = 1' TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKETS OR CLIPS. • DISTANCE FROM BOTTOM OF VERTICAL TRACK TO EACH BRACKET /CLIP IS: 3-1/2", 10 ", 24 ", 38 ", 50 ", 63 ", AND 76" ( "H & 8'0 "H DOORS ONLY). A\ ONE 5/16'x1 -5/8" LAG SCREW PER RACK BRACKET. HINGE CC:wvttci ADD HOLI.IES H/N & HDGL: DEL. 2300/01/10 CHANCES TO PAGES I & •1 DESIGN ENGINEER MARK W. WESTERFIELD. P.E. d'ro MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 DOOR HEIGHT 6' -6" 70" 7' -0 "• 76' - T-6" 82 8' -0" 88" 2- 1 /2"x12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO W000 JAMB WITH 5/16"x1-5/5" LAG SCREWS NOT TO EXCEED 14" 0.C, MIN. OF (9) LAG SCREWS REQUIRED. 2" GALV. STEEL TRACK FASTENED TO 12 CA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH TWO 1/4" DIA. RIVETS. rtt0nit(.T RFNFWYFJ t t (:l■ Litt .ddt the F lnri,a 1101ir. ;C:•1: Act: : :0r-r. N., SS Cspirntiva •.(/f / Q /p7 Kant I Slade l'nu:uel C'nrlrul Olt 'Atm : Ok®pay Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON. OH 45040 (513) 770 -4800 aeee, c..vdeue., w went. tt...r.a. wu NOTED w '' 6/7/95 w•'H or. MWW _1 =24 LC3r4Vrtl» M /PI 2400, HDGL, 66, 67, 68 2401, 4300. 4301, 4310, 4400, 4401, HOG B no. GDR MG 16'2 "W x 8'0 "H WAVING .. 101488 aVe. 8 INSTALLER MODFI RETAIL MQpFI DESCRIPTION 4300 HOG. 66 27 GA, EXT. SKIN: SHORT RAISED PANEL 4400 2400 24 GA. EXT, SKIN; SHORT RAISED PANEL 4401 7401 74 GA, EXT. SKIN' FLUSH PANEL 4301 68 27 GA. EXT. SKIN; FLUSH PANEL 4310 1-10GL, 67 25 CA. EXT. SKIN; WIDE RAISED PANEL CLOPAY MODELS 2400, 2401, 4300, 4301, 4310. 4400, 4401, HOG, HDGL HOLMES MODELS• 66, 67. 68 , SILICONE FILLED CHANNEL SEPARATES FRONT AND e..CK SKIN OF -ODOR 5ECTI0N A -A (SIDE VIEW) SCALE 2" = 1' TONGUE AND GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN - (MIN. 'FIELD STRENGTH: 27 KSI, DRAWING DUALITY) WITH 0 -40 MIN. GALV., BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 2" THICK 1.95" THICK, 1 11 DENSITY EXPANDED POLYSTYRENE FOAM INSULATION (SUPPLIED 9Y FALCON MANUFACTURING) LAMINATED TO GOTH EXTERIOR AND INTERIOR SKINS. 12 GA. GALV. STEEL TOP ROLLER BRAC / KET.. EACH H BRACKET SCREWS. E AADJUS SLIDE " A S T - iATACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET: 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. ON 16' WIDE DOORS. (SEE INSIDE 1 4.3/4 " SELF TAPPING SCREWS ATTACHED SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). 14 GA. GALV: ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) (114x5/8" SHEET METAL AND (2) 1/4 "x3/4" SELF TAPPING SCREWS. (SEE VIEW "8 ") e1ep y Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, 014 45040 (513) 770 -4800 C■yar Cayva4•• M Ifl Ms P.rrM, (KV 4 2 3 5 7 sCU.(. IrIC 7/06 B/96 9/96 12/98 4/99 4/2001 6/2001 ONE 6" TALL, 16 GA. C- CHANNEL PER DOOR SECTION. (2) 1/4"x3/4" SELF TAPPING SCREWS PER END STILE AND ONE 1/4"x3/4" SELF TAPPING SCREW PER BACKER PLATE OCATION. (SEE VIEW "0 ")© 27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G -40 MIN. GALV., BAKED -ON PRIMER AND . A BAKED-ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA. GALV. STEEL BOTTOM BRACKET. ` ': " ATTACHED WITH (4) 1114x5/8" SHEET METAL SCREWS. " ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. PAGE OF 4 NOTED WIC. 7/6/95 w,,r,l )r. KFH CrCCKCO )r. PCOf, B IC:CPIPI ID GENERAL REVISIONS CLARIFY MODEL NUMBERS ADD MOOEL5 2400 & 2401 lELD WAS 33 K51; ADO 2310 GEL. 217(7.71. 4200 SCREW OTY. CHANGE ON PAGE 2 ADD HOLMES ?AM & HDGL; DEL. 2300 /01/10: G -40 1.1111. WAS G -60; NEW 14/11 CHART CHANGES TO PAGES 1 & 4 - 2. -1/ --I — 5/8" (TYP.) VIEW "D" 6" TALL C- CHANNEL 16 GA: GALV. STEEL DESIGN ENGINEER ARK W. WESTERFIELD, P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 48495 On A VII G MN fir P. PROOI1CT RF.NEWF.n FI salr.r.!) id;t ' ■ Uh the FIorIt13 Acc ;;It,'v, I:s,ur is aya;; MIam1 njJt 1'11/1:uu Cuutrig Division 02 .D7 IMl. PC7I s17C. 1=24 16'2 "W x 8'0"H XUCRIPIIQr h1 /N 2400, HDGL, 66, 67, 68 2401, 4300, 4301, 4310. 4400, 4401, HOG 101488 j`z M IOACE• ■ t'(- VIIDItNG CODE COMt LiANCi? OFFICE (I3C:O) TROD Jc a (" +.3f•t"! s DIVISION N7.397.CE OF ACCEPTANCE C7J ( ' IVA) The :%;11':iEt ^ documentation was reviewed by Candi Io F; Font PE. i 11AMI -DADE COUNTY, FLORIDA !•.f RO -DADE FLAGLER f;IJILD!NC' 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -I563 (305) 375 -290! FAX (305) 375 -2903 Clopay Building 'Products P,S3 :5 Duke lottitward Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The. documentation submitted has been reviewed by Miami -Dade County. Product Control Division and accepted by the Board DI Rules and Appeals (BORA) to he used in I \4ianti Dadc County and other areas where allowed by the Authority Having jurisdiction (A.H.rt. This P10A shall not bc valid after the expiration date stated below. The Miarlti -Dade County Product Control Division (In Miatni Dade County) and/or the AFIJ (in areas other than Miami Dade County) reserve file 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 inct!r the expense of such testing and thc AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 2400, HDGL, 66, 67, 68, 2401, 4300, 4301, 4310, 4400, 4401, HUG ", dated 06/07/95 with last revision on 06/2001. sheets 1 through 4 of 4, prepared by Clopay Building Products Company, signed and scaled by M. W. Westerfield, P.E., bearing the Miami -Dadc County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by thc Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a perinancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. 'TERMINATION I'ION of this NOA will occur after thc expiration date or if there has bccn a revision or change in thc materials. use, andior 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 1 Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIM!TAT1O1N1: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall bc cut from each coil and tensile tested according to ASTI' f E -8 by a G' ;tdc Chun;v spprav cd laboratory selected and paid by the manufacture( Even. 3 months, four times a year, the manufacturer shall mail to this ofitcc: a copy of the tested reports with confirmation that thc specinien were selected from coils at the manufactuu:r production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 2 7.000 psi or rote:: sita!l be used to make door panels for Dade County under this Notice of Acceptance AOVEtil5EMENT: The i•JOA number preceded by the words Miami -Dade County, Florida, and followed by the_ cNpiration :kite may r,c dispiayed in advertising literature. if any portion of the NOA is displayed. then it shall be don; in its entirety INti'SP•'f.TI^:?N: , copy of this entire NOA shall be provided to thc user by the manufacturer or its distributor and shall be availahic: roc ins : :7:cticn a t the job site at the request of the Building Official. This N.7.‘..% r:ncsys NOA r 01 consists of this page 1 as well as approval document mentioned above. NOA No 02- 0618.02 Expiration Date: September 26. 2007 Approval Date: August 29, 2002 Page 1 CLOPAY MODELS 2400, 2401, 4300, 4301, 4310. 4400, 4401, HOG, HD(;L HOLMES MODELS 66, 67. 68 - C co OUTSIDE KEYED HANDLE (1) 20 GA.x2" GALV. STEEL BACKER PLATE AT EACH' INTERMEDIATE HINGE LOCATION. BACKER PLATE ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. LOCATION OF OPT ONAL LtATOTAL VENT OPENINGS: SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE END -STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 DESIGN ENGINEER MARK W. WESTERFIELD. P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 43495 INTER. STILE OUTSIDE ---- HANDLE A t - - - 1 1[11 1=1 till 7 -- ' (2) 1/4" x 3/4" TEK SCREWS LOCATED AT 1-1/4' & 3-1/2" FROM BOTTOM �ND TWO FROM Tip. VENTS. 60 1N PER VEHICLE 'A OPTIONAL OUTSIDE KEYED MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' END END - STILE STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 ®dopey Building Products Company 4 7 8 w1C 9/96 12/98 4/99 1/2001 6/2001 ascau.rtat ADD MODELS 2400 & 2401 DELETE M/N 2200, 2201, 4200; ADD M/N 2310 SCREW NOTE REV. ON PAGE 1 ADO HOLMES M/N & HOGL; DEL. 2300/01/10 CHANGE VENT NOTE - - --rj r� == X111 LOCK POSITION SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 19 Cweer Co.p..bn• M L N, 5 6 16 GA. DOUBLE END STILE EACH END STILE MEASURES 5 3/4 "x2 - 1/8 "x3/8" ATTACHED ',PITH ONE #8x1/2" WAFER SCREW D.1C• VIEW "B" VIEW "C" /- LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE 000RS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH. BRACKET USED FOR BOTTOM DOUBLE END STILE. CLOPAY BUILDING PROOUCTS COMPANY =c"1P NOTED 8585 DUKE BLVD. MASON, ON 45040 (513) 770 -4800 6/7/95 1117∎141 ,r' KFH CHECI1CD lr. NOTE 1: DOORS 6'6" HIGH SECTIONS; S2) OF DOORS 7'0' HIGH SECTIONS; S4) OF DOORS 7'6' HIGH SECTIONS; c5) OF DOORS 8'0' HIGH SECTIONS; (2) OF NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. NOTE 3; . LOCKING DEVICE TO CONFORM TO SOUTH" FLORIDA BUILDING CODE. (SEE INSIDE ELEVATION FOR POSITION ON DOOR.) DESIGN LOADS: -1-46.6 P.S.F. & -52.0 P.S.F. 1711. WIG ru CONSIST OF (4) 21" & (2) OF 18 ". CONSIST OF (4) 21". CONSIST OF (5) 18 ". CONSIST OF (5) 21" & (3) OF 18 ". jtt „1 rr.r'•, Vl:n ••• •.., :4r IintWa ca -G 2 / .D7 11iotii I h,.k 1'iui', I CCmirnl aDU 1 =7 4 '' CON stm 16'2"W x 8'0 "H ''° 1A /• 2400, HOGL, 66, 67, 68 2401, 4300, 4301, 4310, 4400. 4401, HOG 101488 x[v. 8 V = =J-� & -_- -C =_�.� '- ---- _ { —__ {J & = = __ _ _ . oi ' I 11 I 1 ---------7117- I t I I I I j 1 1111 V ___� _- __- ( - 1Fr =_ - 1' = I 11 1 t j 1111 1 1 Fj = =_ 1 1 -::-..:-...7 1 1 1 j t 1111 = =- 7 = M CLOPAY MODELS 2400, 2401, 4300, 4301, 4310. 4400, 4401, HOG, HD(;L HOLMES MODELS 66, 67. 68 - C co OUTSIDE KEYED HANDLE (1) 20 GA.x2" GALV. STEEL BACKER PLATE AT EACH' INTERMEDIATE HINGE LOCATION. BACKER PLATE ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. LOCATION OF OPT ONAL LtATOTAL VENT OPENINGS: SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE END -STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 DESIGN ENGINEER MARK W. WESTERFIELD. P.E. MECHANICAL ENGINEERING FLORIDA REGISTRATION No. 43495 INTER. STILE OUTSIDE ---- HANDLE A t - - - 1 1[11 1=1 till 7 -- ' (2) 1/4" x 3/4" TEK SCREWS LOCATED AT 1-1/4' & 3-1/2" FROM BOTTOM �ND TWO FROM Tip. VENTS. 60 1N PER VEHICLE 'A OPTIONAL OUTSIDE KEYED MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' END END - STILE STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON OUTSIDE KEYED LOCK EACH SIDE LOCK BAR LOCKING OF DOOR. CONFORMS TO SFBC 3603.2 ®dopey Building Products Company 4 7 8 w1C 9/96 12/98 4/99 1/2001 6/2001 ascau.rtat ADD MODELS 2400 & 2401 DELETE M/N 2200, 2201, 4200; ADD M/N 2310 SCREW NOTE REV. ON PAGE 1 ADO HOLMES M/N & HOGL; DEL. 2300/01/10 CHANGE VENT NOTE - - --rj r� == X111 LOCK POSITION SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 19 Cweer Co.p..bn• M L N, 5 6 16 GA. DOUBLE END STILE EACH END STILE MEASURES 5 3/4 "x2 - 1/8 "x3/8" ATTACHED ',PITH ONE #8x1/2" WAFER SCREW D.1C• VIEW "B" VIEW "C" /- LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARDING GARAGE 000RS WITH 5/8" MIN. ENGAGEMENT. FOR BOTH OUTSIDE KEYED LOCKS AND INSIDE SLIDE BOLT LOCK OPTIONS, SEE LAYOUT OF EACH. BRACKET USED FOR BOTTOM DOUBLE END STILE. CLOPAY BUILDING PROOUCTS COMPANY =c"1P NOTED 8585 DUKE BLVD. MASON, ON 45040 (513) 770 -4800 6/7/95 1117∎141 ,r' KFH CHECI1CD lr. NOTE 1: DOORS 6'6" HIGH SECTIONS; S2) OF DOORS 7'0' HIGH SECTIONS; S4) OF DOORS 7'6' HIGH SECTIONS; c5) OF DOORS 8'0' HIGH SECTIONS; (2) OF NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. NOTE 3; . LOCKING DEVICE TO CONFORM TO SOUTH" FLORIDA BUILDING CODE. (SEE INSIDE ELEVATION FOR POSITION ON DOOR.) DESIGN LOADS: -1-46.6 P.S.F. & -52.0 P.S.F. 1711. WIG ru CONSIST OF (4) 21" & (2) OF 18 ". CONSIST OF (4) 21". CONSIST OF (5) 18 ". CONSIST OF (5) 21" & (3) OF 18 ". jtt „1 rr.r'•, Vl:n ••• •.., :4r IintWa ca -G 2 / .D7 11iotii I h,.k 1'iui', I CCmirnl aDU 1 =7 4 '' CON stm 16'2"W x 8'0 "H ''° 1A /• 2400, HOGL, 66, 67, 68 2401, 4300, 4301, 4310, 4400. 4401, HOG 101488 x[v. 8 BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) S !4(Cti:'' c,A. Phone # (3o. � iS�/ 31. Owner's Address ILO i i City r' IArA% 5i-+c' -S State 1 . Zip 33 js Tenant/Lessee Name Phone # Job Address (where the work is being done) ? ►JET IGY. 7 City Miami Shores Village County Miami -Dade Zip -3-3 Is Building Historically Designated YES NO X Contractor's Company Name O 'er"S Eo CArc e bOW 'LAG Contractor's Address 2 --UOLQ WEt 14 GIVE ET City l State �-- Qualifier .31-‘01•A 1. TORO State Certificate or Registration No. Certificate of Competency No.',_ q q as 00 14 ( Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $ , s ' meta 06%, � ; Type of "'dcb�ditki EAlteration ❑New it Repair/Replace ❑ Demolition Describe Work: P LAC_ e HENt Or C-A.NRAC- DOOM Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 p � li 7 2005 Master Permit No. Electrical Plumbing Mechanical Roofing Phone # (tip) Zip J Wk (p Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ .! in . 0C) • Permit Fee $ !O / D � --- uu �� Notary $ cJ ^ Training/Education Fee $ (2 "C V Scanning $ 4- Radon $ „� Zoning Code Enforcement $ Structural Plan Review. $ Permit No. eP05 - ,31 ( 4 . CCF $ 1 l ( CO /CC Technology Fee $ a, ,-D Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectt.'n will not be approved and a reinspection fee will be charged. Signa caner or Agent The foregoing in.trumen as acknowledged before me this day of r 0W,by ner14 no n to me or who has produced who is personall NOTARY P Sign: Print: mission JJDD231984 Q Exlri�ca Jul 13, 2(107 o ff ° Bonded `fhru My Comm sion Expires: ovfi , ' " " "" Atlantic Bonding Co., Inc. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Clic 05/13/03 As identification and who did take an oath. Signature c ontractor The foregoing instrument was acknowledged before me this day of Arc ! ,2062,..v , by JiION / 'moo /-0 , who is personally known to me or who has produced as identification and who did take an oath. **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY PUBLIC: Sign: /772a", Print: - My Commission Expires: commisioltr Mora D pie 22.2001 bonded Thm 1.2 _ Act; d Plans Examiner Engineer Zoning