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RC-09-306w Insl ec.?k%)1 Worksheet Miami Shores Vii ?age 10050 N.F.: 2n0 Avenue Miami Shores, FL Phone: (365)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 122552 Inspection Date: August 20, 2009 Inspector: Bruhn, Norman Owner: PERMENDER, SINGH Job Address: 920 NE 95 Street Miami Shores, FL Permit Number: RC -3 -09 -306 Project: <NONE> Contractor: SARABANDA INC. Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number (703)401 -9714 Parcel Number 1132060070010 Phone: (305)756 -7622 Building De • artment Comments NEW GARAGE DOOR FROM 9' TO 16' WIDE AND REMOVE EXISTING SHED. JOB WILL BE DONE AS PER PLANS. Passed j?,1.sb ;7t`c9, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 20, 2009 CL For Inspeci.:-_, ms please call: (305)762 -4949 Page 1 of 1 08/13/2003 14:14 335329292 IMAM CUN iY BUIL05NC "' F. CO MM /4M OFFICE (BCCt» PRODUCT CONTROL D1VL90:oN NOTICE OF ACCEPTANCE HOME 'OF HUPJ ICANE PAGE 02/09 MIAMI- DA.IDE COUNTY. FLORIDA METRO -DARE FLAMER BUILDING 140 WEST P'I 9 GLER STREET, SUITE 1610 ML4MI, FLORIDA 33130 -1363 (305) 375 -2901 FAX (305) 3724339 - »�m�$ovlba�d3s�Ot1� DAB Doer Coutpalsy, Inc. 121,3 NW9101.ti ue Walesh a:, FL 33018 SCOPE: Thin NOA i$ being issued mfr the applicable rules and regulations governing the use of construction materials. no do onmentatica subniiitetd has Ix= .r virnved by Miami-Dade County Product Control Division and accepted by he Board ofRulcs and Appeals (E 011rA►) to be used in Miami Dam County and other areas where allowed by the Authority Having Jurisdiction (AlO). This NOA shill not be valid after the expiration date .fated below. The Miami ]ale Division (In Miami Dude County) sndtor the A,HJ (in areas outer than Miami Dade Canty County) Product Con�l to have this: product or material tested for q •iality If t reserva the right p�� is the a, meaner, the manufacturer product or material th fans y i� , � wdl incur the expense of such testing and the AHJ may icy rev modify, or suspend the use of such product or material within their jurisdiction. BORA r e mo v e s t h e right t o revoke; t h i s o , if it is determined by Miami -Dade tlty Product Control This � product or materiel fails t o meet the :squ� of the applicable building code. approved as ftescribcd Weis, end has been designed to comply with the Aida Building Code, including the High Velocity Hearirar:.e &nnc. D1 41!x:16' 2" Wide x 16' Thgb Stueel Sectional Garin Door yet Wiinclow Litt: Option APFROVAL mom-man: Drawing No. 9885, titled "Sectional Garage Door:'', dated 02623/98, with last revision E dated ; 2/10/08, sheets 1 tbrot h 5 c i" 5, pmpared by Al Farooq Corporation, sign'dd and sealed by o1113 Famoq, P.E., bearing the Miami -Dade County duct Control revision stanip with the Notice of Acceptance another and expiration date by the Miami-Dade County Product Control Division. ' BILE IM)P 1.CT RA.TNNG :Large aid Small Missille Impart Resistant LABELING: Each unit shall bear a Annum: label with the,tnufactuner's IMMO or logo, city, state and following nt "hillarai-Dade County ?rottuet Control Approved", unless otherwise .aged herein. RENEWAL of Oils NOA shall be consideexl. after a renewal application has been filed and there has been no change in the t ppgcable building code ni g dvely *acting the performance of this product. TERMlNATio1( of this NOA will occur aft&° the expiration date or if there has been a revision or change nge in the materials, we, andfor naaaufa, n e aim product or process. Misuse oftbis NOA as an endorsement of any product, far saes, advertising or any oth ersows= shall automatically mate this NM. Failure to comply with. an section adds NOA shall le caaese for termination and removal cfNOA. ADVFJ ,NT: The NOA number preeded by the words Miami -Dacia by the nit date may be County, Florida, and followed, b it thta be dons " ��'e in eivex ptag 1R+n lure. If any portion of the NOA is displayed, then in , INSPECTION: A copy oftb is satire NOA shall be pr+cvided to the user by the maauf tctvaer or its distributors and shall be available for inspection,. at the job trite at the request of the Building Official. This NOA mine NOA #054121742 and CMS Isis of this page 1 and evidence pages E-1. nd E -2, as well as approval doeruneet mentioned above. The submitted documentation was reviewed by Carlos Mt. iltuera, P.E. 1 A 110 NOA No. 09. 012401 tin Date: iuiy21, X810 pproval Dont'March 4, 3009 Page 1 14- 08/13/2009 14:14 353629292 NQTIC OF '+C, .i� 4cE —EUIDIMEManit HOME OF kOPRIC*NE PAGE 03/09 A. DRAWINGS 1- Drawing No. 9944, titled `Sectional Garage Door", dated 09/22/99, with last revision E dated 03/28/08, 'sheets 1 through .5 of 5, prvated by AI- Parooq Corporation, signed aid sealed by Hm'oun Faan, E. TESTS 1. T st Report on Large Missile la!ipact Test awl Cyclic Wind Pressure Ted, of •Sectional esid ai Dew with Windawe' prepared by Hurricane Engineering & Tzting Inc... Test Report No. BIM 834328, dated 07115/03, signed sad sealed by Reel Er Dint -Seda, PE. 2. Test Report on Unifonn Static Air Peat, of "Sectional Residential .Door" prepared by Hurricane Engineering & Testing Inc., Test Report No HETI 03 -1329, dated 07115/03 signed and seed by Rafael E. Droz-Seda, P.E. 3. Test Report ,3n Test Test per MSTN' E..8 of"►Sectlent Residential Door (skin)" prepared by .Hurricane Engineering & Taming Inc, Test Report No iiUI] 03 -T078, dated 10/31/03, signed and sealed by Rafael E. Dmz -;tea, P.E. arbrniited ander tV+fdAI # #5.0217.112" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a paints d (3-40 steel ',axis, prepared by Cektes ('o radon, Test Runt No. 258592, dated 08/17198, signed by W A. Jackson, p.E„ "W Omitted muter # 93421,10i" C. CALCULATIONS 1. Anchor verification rate ations prepared by M-P Corporation, +applying with F.1;.0 2007, dated 12/18(08, signed and sealed by Hunaayvnn Farooq, D. QUALITY .ASSURANCE 1. Milani Dade l3uilding Code: Cr nnpliarrce Office (BCCO) Carlos I L iltrera, P.g. Product Control Examiner NM. No. 09 -0121 Expiating Data July 242010 Approval Date: March 4, 2009 98/13/2009 14:14 3353629292 DAB boor CopiognL1I.c. HOVE OF HURRICANE PAGE 04/09 Nona, op ACCEPTANCE: EVIDENCE ST,J13MI • E. MATER]AL CERTIFICATIONS L Notice of A:: ceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Local). Sheep: Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of..A.zeptanr No. 0r7- 1016.07, issued to Insulfoain, LLC, for their lnsulfoarn.Expanded Polyst,rrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. N )lice of Acceptance No. C7-1107.08, issued to Dyp1'ast Products, LLC, for their E :.panded Folystyrene Block Type .Gasulation, approved on 04/26/07 and expiring on 01127/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products; LLC, for their Dyplast ISO -C1 Polyiso :yam/rate Insulation, approved on 06/07/07 and exPiring 01 0:./11/12. F. STATEMENTS 1. S.:ate rent letter of code conformance issued by A1- Fatooq Corporation, dated 12/04/08, signed and sealed by Hinnayoun Fad, F.E. 2. Statement letter of no financial in-wrest issued by Al Fa ooq Cog oration, dated 1:7/04/08, signed 'and sealed by T mayoun Paraoq, P.E. G. ' t .0H1;R 1. Notice of Acceptance No. 05- 0217.0:2; issued. to DAR Door Company, Inc, approved o a 07/21/0.5 and expiring en 07/2L'1O. Carlos 1.16 'era, P.E. Pr Watt Control Examiner NOA No. 09- 0128.01 Expf *tton Date: July 21, 2010 Approval Date: Mareb 4, 2009 E -Z WA Seca It RIMER IONE •/ t4% 1114 K sir pas N-1 X 2-1/4' z IS St .0WM 1410E !/ to P4 X % S's r �]1 VOW WOW 6010E 6Ofi LOON te01x GOES} nsmi 91E/ {41 1114 R'/r NILS. e ID MC VII MIEN SIRES ext s>r. W WX AS SIC E„TaH rxrzal• par SPIOICEN —� /5TESI � A k ]_/1'a r n, 6' �F -' o T Ma ' ii L L y i saw t4) 514 Y. Spr �S -----11--.--, � w I Iii ii i1 ip. F-1Y li hr � 1.ii � i _ , ram i (}. 1 II' LILEMIllitittillIMELGia i// IiItWIll iIM IC ill,...r 1 M r :R[ :.., i ileginsiiii `tl IpRA.�aail4 'I!= i ll tiol i- -w i - 1piRw RJ - �- 11- -- nr' tii==_-___ M1 - _- Y - IN t• I ! ._. 1 11.. ._ " Big if f� MINN siaE1 MINIX 4' WON •T !' 00. I8? ARFr. NOT TO SSA 12O SO. . Pr1011 Ono te'-a' MU E WVAi1= P1 P JSED PmEI. 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GARCIA, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic # 51370,CA 25882 BY: RG DATE:02/22/09 SUBJECT:MOSHEIM RES. CHECK BY:RG DATE:02/22/09 Miami Shores, Florida CALCULATION TITLE SHEET •••• • • • • •D•• •• • • f. • • •. • Job Name : REMODELING GARAGE OPENING Client : Mr & Mrs SINGH Miami Shores, Florida Job Type : RESIDENTIAL Building Code :.F.B.C.- 2004 - Edition Building Dept : City of Miami Shores PERMM0T #: LC09-ZP Miami Shores Village APPROVED BY PT BLDG DEPT DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • •• • • • • • • • • • • • • • G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 WIND LOADS PER ASCE7 -02 EXPOSURE :C Roof angle: (7Deg.) < 0 < = (27 deg ) Roof angle: slope := 3 0 := atan(slope) 12 y34 mph Importance Factor I := 1.00 Topographic Factor Kzt := 1.0 Velocity pressure Exposure Kz := if (h < 15ft), Mean hight 2 2.01• 15 g , 2.01. Wind Directionality Factor Kd := 1.0 Basic Velocity Pressure qh := [0.00256•Kz•Kzt•Kd.(V)24psf qh = 46.32 psf 2 /h�a ft Zg Job: Singrf 1225. Sheet Nv. of •6 Calc. by I ate:02/10/ 9• Checked b1C:136.141ate:02/2QR 8 = 14.036 deg Kz = 0.85 • •••• •••• • • • • •••• .... .. • • • • • • •. •• • •• • • • • • • .... • • • • •••• • .. •• • • •• .. • .... • • • • • • • • • • • • • • G2 Consulting Group, Inc. ° ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 Garage Wind Pressures for building h <60ft Negative :zone4 A := 16.3112 Gcp4 :_ — 1.2766 + 0.1766.1og ft2 p4 gh•[GcP4 — (— Gepi)] Negative : zone5 A Gcp5 := — 1.7532 + 0.3532.1og — ft2 p5 qh.[Gcp5 — ( —Gcpi)] positive :zone4 & zone5 A := 16.3ft 2 A Gcp4,5 := 1.1766 — 0.1766.1og — ft2 P4.5 := gh.[Gcp4.5 + (—Gcpi)] Gcpi:= —0.18 Gcp4 = —1.063 p4 = — 57.557 psf Gcp5 = —1.325 p5 = — 69.718 psf GcP4.5 = 0.963 P4.5 = 52.925 psf Job: SingFPResb Sheet Noa of • • • Cale. by'. ate:02/20 /09• Checked by;g ,Qate:02/201141 •••• • • • • •• • •••• • • •••• .• • • • • • • • •• •• .. • • • • • • • • •. • • • • •••• • •• • • • •••• G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294 -0032 Desian steel PLATE for the existing tie.bm at Section2/s -1 Try Plate 1/2 "x12" w := 60psf• 2 �33 ft + 150pcf•8in•20in Ibf w = 896.567—ft 1 Bending Moment M . w•L2 8 2. Section modulus. S.req := ,fb fb := 0.6•Fy 1 t :_ —in 2 t•h2 Sprov 2 6 Fy := 36ksi h := 12in Control := if(S.req < Sprov, "ok" , "no good ") Job: Singl3 •RES. Sheet Na T of • • • Calc. by: R6 [3ate:02/220/09• Check by:RG C3ate:0220/b . •••• • • •• • • L: =18ft . . . • • • . •. • • •.•• • • •••• • •. • • • • •. • •••• • • •••• • •• • • • .. • • G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 2940032 1.Calculate Shear Stress on plate 3 V v 2 Aplate Fv:= 0.4•Fy Fv = 14.4 ksi V := w' 2 2. Check thru bolts in dbl shear A307 V = 8.069 kips Allowable dbl shear Vds = Fv.s•Ab•2•nb Job: Singil'RES• ! Sher Nr •; of • • • • Calc. by: R€ Dete:02/20 /09• Check by:RG. Lltate :02730RM: • Aplate 2't'h • • •••• •••• • • • • • • •••• • •••• ••••• • • • • • • • • •• • •• • • •• • • • • • • • • • •••• • • • • •••• • • • • 0 •• • • •• • • • • • •••• Fv,s := lOksi Ab := .31in2 8 DIAM .MB 3 Check bearing capacity of a bolt on Steel Plate Fb := 0.9•Fy V fb := AB AB := 0.375in•.625in•2•nb AB = 0.938 in2 nb = 2 number of bolts nb := 2 number of bolts G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 Check bolts Bearing! on Concrete FB :_ ABc V fv = 0.35•Fd ABC := .625in•8in•nb control := if(f f FB, "ok" , "not good" ) control = "ok" 5. Check deflection 3 I.- t•h 2 12 E := 29000ksi L 240 A = 0.9 in 8.- 5•w•L4 384.E.1 6 = 0.507 in (8 < A)ok! Job: Singh •RE6 Sheet Not b oi•••• Calc. by! L te:02/20/09. Check by.:Rainate:02/2Q/4ig • • • •••• •••• • • •• .. nb := 2 numberof:bdts • • • • • •• •. • •. • • • • • .• • •••• • • • •••• • •• •. • •••• • • • • • • • ••••• • • • • • • OF •••• • • • • •••• • • • •• • • • • • • • •• • • • • • • •••• .... • • • • •••• •••• •• • •• • • • • •• •• • •• • • • • • • • •••• • • • • •••• • • • • •• • • •• • Results for LC 3, 0.9DL +1.6WL • '•. • • • ROBERT T. GARCIA, PE 2001 SINGH RES CONCRETE FRAME AT GARAGE Feb 21, 2009 at 10:35 PM SINGHFRAME.rad vA • • • • • •• • • •••• • • •••• • • • • •• • • •• • • •••• • • • • • • • • •• •• • • •••• • • • •••• • • • • • • • •• go* olp iti 0 0,400 iri410 00 000 moo 00 00 go 0:1 00190 00 00 go 00 00 lool 0401 00 000 0 0400 0400 00 00 10,00 0001 0 00 • 011 0 00 01:1 AO' PP 10.9 Results for LC 1, DL +LL Reaction units are k and k -ft 10.9 • • •r • • • • t ROBERT T. GARCIA, PE 2001 SINGH RES JOINT REACTIONS Feb 21, 2009 at 10:41 PM SINGHFRAME.r3d 1 X Y • • • • • •• • •••• • • •••• • • • • •• • • • • • • •• •• • • • •• • • • • • •• • • • • • • •••• • • • • • • • • - r64k(ft 0:100:0100:10:11:110111#111:11,1 001210000PPVPI Loads: BLC 1, DEAD LOAD Results for LC 3, 0.9DL +1.6WL f • •T • • • • • • ROBERT T. GARCIA, PE 2001 SINGH RES DEAD LOAD Feb 21, 2009 at 10:35 PM SINGHFRAME.r3d X •••• • •••• • • • • •• • • • • • • • • •••• •••• • • • • •••• •••• •• • • • • • • •• •• • •• ID of • • • • • •••• • • • • •••• • • • • • • • - e6$k/ft / 1 00.000" .00000111111 1:11101:100 010 gig" 1101010110000 eittioropo Op+. 0 00 Loads: BLC 2, LIVE LOAD Results for LC 3, 0.9DL +1.6WL • • .:1' • �r ROBERT T. GARCIA, PE 2001 SINGH RES LIVE LOAD Feb 21, 2009 at 10:36 PM SINGHFRAME.r3d x •••• • • • • •••• • • • •• • • • • • • •• • • •• •• 0•S• •••• • • •• • • •••• •••• •• • •• •• • •• • • • • • • • • •• • - .059ksf - .059ksf - .059ksf -.059 - .059ksf 0 - .059ksf 05 - .059ksf -.099 - .059ksf -.05 - .059ksf 059 - .059ksf -.059 - .059ksf 0� 059ksf -.0 - .059ksf 0 - .059ksf - .059ksf - .059ksf -.05 - .059ksf 059 -.0 - .059ksf -.0 - .059ksf -.0 - .059ksf -.0 - .059ksf 0 - .059ksf -.0 - .059ksf -.0 - .059ksf -.059 • • •I •••• • • •••• • r • •• • • • • • •••• Loads: BLC 3, WIND Results for LC 3, 0.9DL +1.6WL ROBERT T. GARCIA, PE j 2001 SINGH RES WIND LOAD Feb 21, 2009 at 10:36 PM SINGHFRAME.r3d Basic Load Cases B •... • 0 2 0' • • •••• .a..: . .. •- DEAD LOAD DL -1 .°....°o ...:61 111 .4141. , LIVE LOAD - LL • • • • •.r< Yes • . WIND WL 1.2 LL .... • .•.... 128 Load Combinations •••• ••.. .. • • • . • • • •• .• .• • Descri ption Solve PDelta SRSS BLC Factor BLC Fa 'f r BLC Factor BLC Factor BLC Factor BBC F�cr*r BLC F °^F ^� BLC F °.. +.. • DL LL Yes Y .. .,....... .....r„ COL DL 1 LL 1 1 mammal Conc3000NW • 1. : +1.6LL Yes Y COL DL 1.2 LL 1.6 1 ��aR1#� ® BUM • 0.9DL +1.6WL Yes Y Beam DL .9 ! WL 1.6 ! 15.7333 16.7055 24,E 17.2 • • Member Primary Data • M1 N1 __.... N3 .. .,....... .....r„ COL ..w.y.. ��. Rectanoular , yt+Q Column mammal Conc3000NW vaslgn ma... Typical 1 To' Typical M2 N2 N4 COL Rectangular Column Conc3O40NW M3 N3 N4 EBM Rectangular Beam Conc300oNW Member Advanced Data La • M1 -- - - 41 _ 4141 • ,.......,y...i ., v..a°1Vq uv vnry I-rip -dual Yes 1 VIVI inactive M2 LAI z rnl useu .9 rn[Kj 15.7333 mny[K -ttl 16.7055 mnz[k --] Yes Vnz[k] 17.2703 M2 M3 .4177 3.5918 3 .1548 0 Yes .9 15.7333 Concrete Section Sets Label Shape Design List Type COL CRECT12X8 Rectangular Column CRECT20X8- EBM Rectangular Beam Material Conc3000NW Conc3000NW Design Rules A jin2] Typical Typal 96 Iyy [in4] Izz [in4] 512 1152 J [in4] 1201.999 160 853.333 5333.333 2555.Q - Concrete Column Bending Reinforcement (Bv Combination) Column M1 CRECT12X8 Span n CRECT12X8 M2 1 Perim Bars[in] 4 #5 Concrete Column Shear Reinforcement (Bv Combination) Column Span Region 1[in] Region 2[in] M1 1 1 1 #3 ( 8in Mz 1 11 #3 b8in 4 #5 Region 3[in] Region 4[in] Concrete Column Design Results • • M1 CRECT12X8 4177 `��`'" 3.5918 3 "' �"' °"' "' 1548 i ` " "� '1 0 LAI z rnl useu .9 rn[Kj 15.7333 mny[K -ttl 16.7055 mnz[k --] Vny[k] 24.8556 Vnz[k] 17.2703 M2 CRECT12X8 .4177 3.5918 3 .1548 0 a .9 15.7333 16.7055 24,E 17.2 RISA -3D Version 5.0 [C: \RISA \SINGHFRAME.r3d] Page 1 G2 Consulting Group, Inc. ROBERT T. GARCIA, P.E 9725 S.W. 4 th TERR. Miami, FL 33174 LIC# 51370, CA 25882 Phone/Fax: (786) 294-0032 check = if (p p max , "no good" , "ok" ) Job: Singh Att' • Sheej No;' 1 of "" Calc. by: R@ Date:02/20 /09 Check by :RQ.13ate:02/20A9• • • • • • Asreq if (As < Asmin , Asmin' Ass' Asreq = 0.259412 Asregtotal Asreq'bftg Asregtotal = 0346 ft in2 • • • • . • • • • • •• • • ••••• •••• • •• • • • • •• • • • •••• • •• • • • •••• •••••• • • •••• • • • •••• • • • • • •••• • •N••.• • • • • ••.• • • • • ••••. • • • • • •• •• • • • • •••• • •• • • • A• • • • • • •••• •• • • • • •••• • • • • • • •• • • • •••• • • •• •• •• • • • • • • • • • • •• DOOR HEIGHT CONSISTS OF / • 6' -6" 2 SECTIONS 18" 2 SECTIONS 21° 6' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7' -3" - - 7' -6" 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21° 8' -3" 2 SECTIONS 18° 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21* 8' -9" 5 SECTIONS 21" - 9' 6. SECTIONS 18" - 9' -3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" . 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18" 5 SECTIONS 21" 10' -6" 6 SECTIONS 21 ".- 10'-9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12' -6" 6 SECTIONS 18" 2 SECTIONS 21 " 12'-9" 5 SECTIONS 18" 3 SECTIONS 21 " 13' 4 SECTIONS 18" 4 SECTIONS 21" 13"-3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21 " 14' 8 SECTIONS 21" - 14' -3" 6 SECTIONS 18" 3 SECTIONS 21". 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5• SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -8" 1 SECTION 18" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" .071" X 7 -1/2" GALV. STEEL/ END ROLLER HINGE W/ (6) #14 X 5/8" SMS ./ TO BE INSTALLED AT CENTER STILE .071" X 7-1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS — LOCK 'f 2/ DOOR w 0 0 n 0 15/16"W X .15 THK. LATCH 00 • • • • .a • •••••• • oi •••••• •••••• / • • cc cr. • to O C9 at • n GT a o o 00o fl 0 0 o w w va • w I z ca W SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) ' FASTENED W/ (4) #14 X 1/2" S.M.S. / 5/8° MIN. LOCK CONFORMS TO / CHAPTER 10 SECTION 1008.1.8.3 OF FBC REGARDING GARAGE DOORS 3" X 1 -1/2" X 6 -1/2" X .1" STEEL / WITH (2) #14 X 3/4" SELF DRIWNG SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 1 *3 / -7. OUTSIDE HANDLE CEN I LH STILE LOCK BAR GUIDES / INSTALLED ON END STILE .18T X .6W LOCK BAR / ENGAGES IN TRACK ON EACH SIDE OF DOOR.' OIiTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN MAX. DOOR WIDTH 9' -4" / • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES / 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. , 2. ANCHORS SHALL BE AS LIS I LU, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. DAB DOOR MODEL 824 MAX. SIZE. 9' -4" WIDE X 16' —O" HIGH 0 rn w CO C7) AD t9 rn Z • •••• ccg • ��s•4.)• • `n P O• • o O • • ti •• •y3 • ti sF � Cr Z ao O`C I O aQ'z N .a 3 6 1- / DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF • THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr, DR. HUMAYOUN FAROOQ STRUCTURES F1.A. PE # 16557 C.A.N. 3538 MAR 0 8 20( 6 :=71,7:17,71 Waft Coutreil •4 i • • • • • • • • f • • 0000 • •••• • 000 • • ••• •••• • • • •••• CD tD m to to M d t 0) c 0 to 0 Q L 0 0, 0 0 N O • •••• • .0 m 0 0 • O 0 O 0 O 0 N ■ 0 m U O 0 0 0 v a 0 5 v` ) .n drawing no. 01 -09 (sheet 1 of 3 ) MIAM 11�tJ1RY�j co CONTROL DIVISION CE `'O) NOTICE OF ACCEPTANCE (NOA) DAB Door Company 12195 NW 98b Avenue Uiiat Garden% FL 33018 g^ ygDAoEMU , FLORIDA MeerRO DAi nia01110 140wEST iP},6 r .: i MEET, Alit &f603 FDA 341304§63 pa »375 -22d1 FAX (303W3-4408 • •••• • • • • SCOPE: ibis NOA is being under le roles and Bolus and minked has bit reviewed by M `..Ae County . Corneal � ion � ganged, • ' • • • '71t f Rule and App (BOR A') to be used in ' Dade County and area whale by't a Authority. y the y3 Ftjing This NOA dutil not be valid ate the expiration dais stated below. The Dark Miami Dade Co y) and/or the AID �� Product to Control Division (or �� tested �, � areas tea Miami County) _ the m have this or ma d for quality if dui* product or amnia' fails to perform in. the tom, tie men+1ct or ti within incur expense - of such and the ARJ may immediately modify, or the use of such Dade County B O R A r e s e r v e s tbc n i g h t t o revoke a c c e p t a n c e . is by �- + that This roduet or medal fails to nicer the regnirements of the _ applicable building the UlgYoke-by � has been to with the Brno Code including APPROVAL door 16'- ?' Witte, 1JC: Drawing No. 0048, titled Residential boot", data 08/24" with last revision on 02028106, sheets 1 through 3 of 3. prepared by Ming the Milani-Dade County Control by x fanned, P.E., the 1V!itatru -Dade County Control Division. Ncwite rtf k a+nl and daft; by MISSILE IMPACT RATING: Large and Shea NW& Impact LABELING: Each unit shall bear a permanent label with the manufactures or ..e._ i county Contmi Approved or .� city, state and Mowing statement: KED AL of this NOA t� sated - applicable f g cede ai�er a ` has b filed and has > chant in the TION of this NOA atM occur after ' aMN4 ' s the date or If there a l or ono re the matoiaL . 1 or � other *hail this NOA. Fannie u� deem for sales„ atdbo s e moms. of this NOA as an and removal of NOA. #try of this WQA don call" LThilITATION: This approwd retpMas the to de tearing of all coils used to fabricate under this Natics::af N County �` shaft he cut from coil and tensile teed i to ASTM E-8 by a Dan oll to this approved laboratory : a by the manufactuier. 3 tin, four times e year, die uteaufacturer shall of rim tested with that were selected from eons at the manufacturer aer production t� be used to And from dm awe that � cis with yield of AaVEB NT: be NOA miter >E for Dade Co ntymnietr this Notice of Acceptance by the ids Mewl-Dade ' y be is ad Reny p of the NOA is displayed. td..th s followed n i by the II�TSPECTiOia: A of robs NOA span be � it t�ilbedona � � � . available inspection at the job site at the e� in the eta or cl ibatott: and be This NOA NOA 0 004121.01 end 1 ► medalled this pain as the approval Tic an � the by ; `> • •••• • • ••.• • • • • • • • 4/8/06 NOA No .1 Expiration February � 1 Approval i : Ali �6 • • • • • • • • • • Noma 01? ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS • Dreg prepared by AI Farooq Corporation, titled "Sectional Residential at fir': •' • Drawing Na 00-18, dated OVUM, with but revue on sheets 1 ''•,•�& 3 •,. • • signed and seated by H. Parooq, PE +�° • • B. . TESTS • 1. Test ' • report of large - smite test per PA 201 and cyclic wind pressure • t • • •' " Sectional .dte'.1'A x� • • on 4 r - Garage Door", prepared by Hu Bane Engfnesring & 7est4, :..' sport No. HUT 00.904, dated 08/17/00, signed and sealed by IL M. Medina, PE 2. Test report of Uniform Stade Air Pressure Test Per PA 202 and Force Entry Resistant Test on "Sectional Rest Garage Door", prepared by Hurricane Ere Inc., report No. HETI00 -903. dated 081111(4 b d"e'� & Testing, .geed and sealed 11: BL Medina, PE. C. CALCULATIONS L Ccdadations dated 09114/99; pages 1 through 6 of 6, prepared by Ai F signed and sealed by Pi Faremq P aroaq °OTa ° 2. Calcitatic scs dated 08A79/05, page 1 through 5 of 5, prepared Ai Faroi q Corporation, signed and sealed by H. Farooq, PH MATERIAL CERTIFICATIONS L Teti report of Tensile Test per AST ME 8, report No HETI00 -TVS2, prepared by Hurricane Engineering & Testing. Inc.. dated 10/13/04 sig. ned and sealed by A.Yigar PE. E. .STA M 1. Letter-of Cads Compliance ante prepared byAl•,E< C by H. Farcroq, PH a"°o4 aoratiarr, dated 11107/00 and signed 2.' 1 ter of No rmal interest issued by A- -Fcoraoq Corporation on 11107/00 signed by H. I'arooq P1. and rumarized by R. D. L Gu a. 3. Tensile teat and 1fida,vit prepantd by DAR Door Company Inc on 01!10/06 signed by R. Berger and wed by T. Bolanos. F. QUALM' ASSURANCE. • &titling Code Compliance Office. •••• • • • •••. • • ▪ • •• • • • • • • • • •• •• • E --1 F. Poet, PE Senior Protect Centro) Division NOA No 8.88 Etldration Date: Febnqup 22, 2011 . APProval. Date April 13, ?►I' On d +411 -04 is (Ls oat uz '• vas I'4 X Tar anon SCE y I+NM { ►•wll ti �•�M•�•1 ilke'� 4444 f ++i�Y V Mwe�.rw� k �+ri+wi.rrr.1 -= _'._. - - .. Ywrwiw�IM Y+�*��agrwr��r� �. �a- r---- ,_...c- .r•ri. ..- 4444... r -. - __ ,. . ,.. An xi as wet IPse It MICK • LQC1t &.* = 1 SIMI £LEVK24 MSCD PAR% DARPSSED ODOR ' au DOUR Moat, aa4 ItAAx. sive )( -t VIE x 1G -U" tali RESIGN PRESSURE R. tG a + SILO PSI'' • tIRB P Ct M *Am not IJSN;E mug paw s ' -• ISO PSF • SIMBROSINS ppppyyyyu y O • Weave IscOw m = m9ii. OC • i SI Ratio. Iras "KM **Lk 111 WAS) ton* taw ' tom W "" At848 ty O =SW NI *&CW$ & RPM O'er at t $7 **** °. • Lf�J�iri'Gti�� Cl r:iiitLI: iSt '111,i pAcafiAtc.7.5 mum imam 11111 I, t Ilrt i L �t j Nerl Pittimor /mom •s•.1 1.444 • •, ••• •• • •• • • •• • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • ss• • • • • • • • • i•• •• ••• •i• i MAMA coos s sc o.' 4/101• f u otesztos 351.15 M vans It 1-1/2' x s-o/r jj FROMM m max � „r z 1 -y4 • 15 w. mum SIM MOM 22 ma. MI O Te • a11xH *1-40 Si40Xi152 • h) 1/111' POP W1rt•i • 1-3• 1,3' • t 11!dl �sltWaytx a s em. • .= � wr x s$ 51 71 15C4L • sxxx04. sruX 1518 • • p) 3pir 1.01' QR 11 tr .easuJt RSIr1 • cm icon r XtcatW ttex4xX mmtfi. =L ' T ik. o ar rr ".. GrATIVIEMICSIMMEME=11F5111U.41111MillitrAllfriall1121111 eJ 3i1tariii tT 7Tr�4r r,-911111111111MINIe E;i1EESS NIUM=5 ]• 1,. 1.: MJAMIDADE BUILDING CODE COMPLIANCE Ok'k'ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,MATE 1603 Pj ORIDA' 33130-1563 (305) 375 -2981 *FAX (365),3'1$ -2908 • •• •• • DAB Door Company Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 •••• • • • .... ...• • • •••• • • • • • • • .• • • • • • • • •••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cgnstruction nratsrial's. The. • documentation submitted has been reviewed by Miami -Dade County Product Control Division and'aceptid by the Board of• • Rules" and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authoit• 4-Lying Jurisdiction (AHJ). • •• • • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Garage Door 9'- 4" Wide. APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Residential Garage Door ", dated 02/01/01 with last revision on 02/2$/06, sheets 1 through 3 " of 3, prepared by A1- Farooq Corporation, signed and sealed by H. Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE. IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear" a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County.Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, 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. • LIMITATION: 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 be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the Manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 offthe Building Official. mentioned This NOA renews NOA # 01- 0516.03 and consists of this page, evidence page as well as the approval document above. The submitted documentation was reviewed by Candi Font PE. ifr 3/04; NOA No 05- 0915.09 Expiration Date: August 09, 2011 Approval Date: April 13, 2006 Page 1 DAB Door Company Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE '..'•: • •••• •••• • • • • • • • • •• • • • • • •••• •••• • • A. DRAWINGS • 1. Drawing prepared by Al- Farooq Corporation, titled "Sectional Res de tial Vtiirctse Door ", Drawing No. 01 -09, dated 02/01/01, with last revision on 02/28/06, sheets 1 through 3 of 3„ signed and sealed by H. Farooq, PE. • • • • • • • • • •••• • • • B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 01 -974A, dated 01129/01, signed and sealed by H. M. Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry Resistant Test on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 01 -969, dated 01/18/01, signed and sealed by H. M. Medina, PE. • • • • • C. CALCULATIONS 1. Calculations dated 04/10/01; pages 1 through 8 of 8, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, PE. 2. Calculations dated 08/09/95, page 1 through 5 of 5, prepared Al- Farooq Corporation, signed and sealed by H. Farooq, PE. D. MATERIAL CERTIFICATIONS 1. Test report of Tensile Test per ASTM E 8, report No. HETI 01 -T019, prepared by Hurricane Engineering & Testing, Inc., dated 03/01/01, signed and sealed by H.M. Medina, PE. E. STATEMENTS. 1. Code Compliance letter issued by Al- Farooq Corporation on 08/22/05 prepared by Al- Farooq Corporation signed and sealed by H. Farooq PE. 2. Tensile test and Affidavit prepared by DAB Door Company Inc on 01/10/06 signed by R. Berger and notarized by T. Bolanos. F. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -1 Candi . : F. F nt, PE. Senior Product Control Division NOA No 05- 0915.09 Expiration Date: August 09, 2011 Approval Date: Apr1113, 2006 / .089" GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET / W/ 5/16-18 X 3/4" HEX HEAD • M. SCREWS & NUTS. • 0000 • • 0000 • • • •••• • ` • 0000 • • ••■• • •••91 • 0 O • 4'0000 o • 'w 1 • • •• •• • • • • • • • • • • • •• HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO • VERTICAL STILES WITH (2) 3/16" POP RIVETS / 2 -7/8" X 5-1/2" X 3" X .1" GALV. STEEL. TOP ROLLER BRACKET (DOUBLE)" FASTENED W/ (6) # 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT / 1/2" X 1 -3/4 X .059" FORMED STEEL / GLUED TO PANEL AND FASTENED TO MLR I ICAL STii ES WITH • (2) 3/16" POP RIVETS 5/16" MEETING RIB • N 1X sco 0 eQ SECTION A -6 / 7/16" DIA X 3 -3/4" ROLLER SHAFT O T10NAL INSULATIONS / BY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE ' DENSITY = 1.07 PCF N.0.A. # 01- 1108.09 / OR ISO -25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. # 01- 1108.08 ' 14 GA. GALV. STEEL. ROLLER HINGES FASTENED W/ (4) # 14 X 5/8" SMS • MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 • MIN. YIELD STRENGTH = 39 KSI ' WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED ID BOTH SIDES OF STEEL • 12 GA. GALV. STEEL / BOTTOM BRACKET FASTENED ' W/ (4) #14 X 5/8" SMS BOTTOM SEAL / .058 ALUM PLATE / WITH 1/8" X 1" S.M.S. 0 48" 0.C. ' AND RUBBER WEATHERSTRIPPING , nvrvc. r rcx�n Wit-1'0111 5/16" SLEEVE ANCHORS ' CAST ALUM. ✓ CENTER SUPPORT REQD. ON DOORS WITH 1 -1/4" EMBED INTO MASONRY CABLE DRUM 11 EXCEEDING 8 FT. IN HEIGHT�� 3 PER BRACKET' �Q I 2 -1/2" X 4 -1/4" X .1" STEEL PLATES' 11111illir W ELDED TO 1 -1/2" X 1 -1/2" X .089" ANGLE ' FASTENED TO TRACK ORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" WITH (4) 1/4 -20 SS. BOLT & NUTS ) `� Ii w 0 z z w 0 z - / 0 0 0 • • • • • •• • • DOOR HEIGHT * SECTION HEIGHTS •BRACKET PLACEMENTS •.0.�• .•@$ • • • 1ST 2ND 3R0 4TH• 5Th 81 82 83 54 B5 B6 B7 6' -0" 18" 18" 18" 18" N/A / 1" 11 -3/4" 23" 34" 45" 56" 67" • •11-• i 6' -6" 21" 18" 18" 21" N/A • 1" 11 -3/4" 23" 34" 45" 56" 67" • •'-' •' 7'-0" 21" 21" 21" 21" N/A / 1' 11 -3/4" 23" 34" 45" 56" 67" 75-1/4* 72-1(4: 7' -6" 18" 18" 18" .18 ". 18" • 1" 11 -3/4" . 23" 34" 45" 56" 67" 8' -0" 21" 18" 18" 18" 21" • 1" 11 -3/4" 23" 34" 45" • 56" 67° 78-1/41 *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM • FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. / 14 GA. GALV. STEEL TRACK / 2" X 3 -1/2" X 12 GA. TRACK BRACKETS / 2-3/16" HIGH / CONNECTED TO TRACK WITH ONE / 1/4" BOLTS & NUTS. y TRACK CONFIGURATION WOOD FRAME BtIIl.D1 GS / STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD ' BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 / OR. BLUER WOOD STUDS. STUD WALLS TO BE C04T. FROM FOOTING TO fiE BEAM. ✓ WOOD BUCK CONNECTION TO MASONRY STEEL STRUCTURE BY OTHERS r_ MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM / 1/4" 0 HEX HEAD '' M.S. & LOCK NUT 0 12" O.C. 1 -1/2" Hill HLC SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 3/8" CONC. BLOCK 1- 1/4 "12 -1/2" 15" CONC. 1 -1/4" CONC. = MIN. 3000 PSI MIN. EDGE DISTANCE 4: TalQ11- 1 1/4" X 2 -1/2" X 14 GA CONT. SIttL ANGLE d .102" GA GALV. STEEL FLAT BRACKET ± 3° LONG 0 ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE / ALTERNATE TRACK INSTAfAATION TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO / GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" TAPCONS BY 'ELCb' • WITH 1 -3/4" MIN. EMBED AND SPACING OF 10" 0.C. INTO BLOCK WALL r 14" 0.C. INTO 3000 PSI CONCRETE. ' THE BLOCK. WALL CFI 15 SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO 71E BEAMS ' ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ' PREPARATION F JAMBS BY OTHERS / DR. HUMAYOUN FARCOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 AR 0 8 2006 1 -1/2" 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES _ W/ (2) 1/4- 20X5 /8" TRUSS HD. SLOTTED M.S. & LOCK NUT , • Divbles AZIr irrrl! • • • • 4,0•0 • •, • •• • • • • • • O_ O O. O W C7 OC C5 J 1-- w O (n W • o: J Z O U W 0) TEL (305) 556 - t 0 0 0 0 v ANCHOR SPACING REV. 8 0, .0 0 0 0 0 0 0 cm 0 0 eD0 m 0 0 0 0 0 0 0 0 a ) drawing no. 01 -09 (sheet 3 of 3 • ", rF*• f/41.4. rz ; Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 05, 2009 Inspector: Bruhn, Norman Owner: PERMENDER, SINGH Job Address: 920 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: SARABANDA INC. Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Addition/Alteration Phone Number (703)401 -9714 Parcel Number 1132060070010 Phone: (305)989 -8228 ' Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 04, 2009 Page 26 of 34 Miami Shores Village IMoiel-rwa Building Department illt mAK 0 2 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y� _ Tel: (305) 795.2204 Fax: (305) 756.8972 p.______.__mve000m� BUILDING PERMIT APPLICATION FBC 2004 Permit No. 'ill, 9 Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Pen f V b oz. 5/ t) &/ Phone # 70 4 01 7 7 / Ownepr'ss Address p .2 0 Ai( C 5 , 9 P�'d City i Ant 'Ire k1,s' State , o 2/ AI4 Zip 3 0 / Tenant/Lessee Name Phone # Job Address (where the work is being done) 920 Mr r y . City Miami Shores Village County Miami -Dade FOLIO / PARCEL # // 32-06—too— 0 cr 17 Is Building Historically Designated YES NO Zip 2 3/3 by Contractor's Company Name SI4 %t /q i 4 Xi 4 /3 Phone # Contractor's Address 3 3 /i C /1/ 14 11 1 6n k e City /1/4 /1/ s / State I ' Z. co fa( Zip 3 31 7 f'' Qualifier Name' �,�ja N 4 Phone # 305-- S2-4i3,1 State Certificate or Registration No. C G f$® 7 p OC ertificate of Competency No. Architect/Engineer's Name (if applicable) '37/7" ' ''/7€ Phone # 3 O.r° Pee7 tip Square / Linear Footage Of Work: ['Alteration []New e','pair/Replace D Demolition Describe i,„`f Ac( AdA l&'i7'o'e- ex- S? 5,734-. v° U L / LC ` 0 cap **** ******** ** *** * * * *************** Fees*************** * **** * " * * **** ***** * ** ** **** *** CCF $ (1! Technology Fee $ Submittal Fee $ UV -Lt) Permit Fee $. as Notary $ Training/Education Fee $ '00 Scanning $ S'OD Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 02' o Zoning $ Total Fee Now Due $ 1' 11• �(04R 3 PAD See Reverse side -, n 149:7 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 AININIUAVI:T: 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 properly 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 ,,,sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent / Contractor The foreg ing instrument was acknnoVyle seed before me this i �� The foregoing instrument was acknowledged before me this day of ,20 , by IY4't4oI 3 )*i , day of ,20_,by (�whooiis�persofially known to me or who has produced F) who is personally known to me or who has produced U T11' "'S ` tt StAs identification and who did take an oath. as identification and who did take an oath. NORY PUBLIC: NOTARY PUB Sign: Print: My Commission Expires: LOUIS R. BELLER MY COMMISSION # DI) 401023 EXPIRES: June 4, 2009 Aoudad 7hru Budget Notary Services Sign: Print: My Commission Expires: * * * * * *** ** *** ****•x****** ::r<******* : *********************** *: x** *********** *x:***** **** * ********** ** * ******* APPLICATION APPROVED BY: 41 -fit6Q! /x//7'4. 3h/o9 cmltGA Plans Examiner Engineer Zoning (Revised 07/10/07)