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70 NE 92 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date c /// v / Job Address 26? / 7 47, Tax Folio Legal Description Historically Designated: Yes No - Chvner/Lessee / Tenant O Address 7 0 17 9 0-1— Phone S OS 7 79 0 3 Contracting Co. alX) -r6■ /Jt T'1C c.- 7Z -✓ie 1C-Address /, Zd g4 //-- Q ualifier 0)9/U Al 1) / Cid iS SS# Phone ,5 , State # Municipal # / 7'/3 97 -- c Competenc # 00001 / 3 03 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING, FENCE SIGN gcq e6" A q6c AOee WORK DESCRIPTION )L11r6, -{- / 4/ Master Permit # y "/ Q QD co Square Ft. Estimated Cost (value) PO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. Furthermore, I authorize the above -named contractor to . o the 'ork stated. ture of owner an d/or Con s o President i ate Owner My Conunission FEES: PERMIT .APPROVED: Zoning Mechanical or Condo President s fienee' Hunt *My Commission CC795288 %o n Expires January 4 2003 RADON Building Plumbing e of Contractor or Owner- Builder Notary as to Contraodprgi,{ w&Builder My Commissioi ,L'1y a Commission CC795288 „ Expires January 4 2003 C.C.F. p V NOTARY 0 BOND Structural Engineer D & TOTAL DUE (/ J Date Date 11 lAM1•DADE • PRODUCT CONTROL NOTICE OF ACCEPTANCE Raynor Garage Doors 1101 East River Road, P.O. Box 448 Dixon ,IL 61021 The expense of such testing will be incurred by the manufacturer. APPROVED: 09/21/2000 i\IIAN1I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Decade Series 9' Wide Residential Overhead Garage Door. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein. has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 ACCEPTANCE NO.: 00- 0804.02 EXPIRES: 08/21/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVFRSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office ' s0450001 ',pc2000 \ \cempiates,ncuc acceptance cover page..ot Internet mail address: postmasters buildingcodeonline.com Homepage: http : //www.buildingcodeonline.com Raynor Garage Doors. ACCEPTANCE No. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0SO4.02 SEP 2 1 2000 08/21f2003 1. SCOPE This approves a sectional steel garage door 9' -0" wide x 8'- 0" high, as described in Section 2 of this Notic: of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do no exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Raynor Sectional Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No P -1276, titled "SPEC. WINDLOAD DECADE SERIES 9' 0" WIDE (Max)" prepared by Raynor Garage Doors, drawn on 11/09/95, with last revision on 06/22/94, sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 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 specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 33,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. S. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Candido Font, PE. Sr. Product Control Examiner Product Control Division 2 of 3 Raynor Garage Doors. NOTICE OF ACCEPTANCE: 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. vlisuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of' this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspections at the job site at all time. The engineer needs not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No. 00- 0SO4.02 APPROVED SEP 2 1 2000 EXPIRES 03/21/2003 SPECIFIC CONDITIONS Candido Font, PE. Sr. Product Control Examiner Product Control Division 3 of 3 BOILDING ELECTRICAL PLUMBING Owner of Building v Architect Contractor or Builder V/ac *n Description Lot 1/� Description r • CONTRACTOR OR B MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 5641 Work to be performed under this Permit Bl. Address of ( •_ Value . Building Projec ,,. This permit is :'anted to the contractor or builder named above to construct the .uildin& or to install the equipment or device described in the appli= cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the;,proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed Without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or�,drawings or in the statements or specifications that he Mmes respon- sibility for work done by his agents, servants or employees. - ,( ' �(:!Jf of ,, Signed f INSPECTOR R By 0 In consideration of the issuance to me of this permit I agree to perform the work covered reunder in compliance with rdinances nck,re�tiop�} pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authb of Miam a age In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. Subdi- vision BY DATE Contractor's License No /6W 1947 AUTHORITY 1 .I . . I 7 II _ I II iii I _ � CI ( ..... LI - ;I - � - � . - - - - - . ,� - Fin � i �� i � � � 1 , �� ' v U 11 , , . 1 f 1 1 I I I 1 II 1 1 II JI 11 I� I 1. l- --- 11 =___.II rm-- 2 -5/6' Js 2 I 6 .1 SYP ;A16 SMALL BE AMCtiOtEO TO Ut:3.7r REIMFCR^D 6LOc( TALL OR C?GRE7E CO-Wm It,, I/4• X I -3/4• EI.BED TAP 12 O.C. FCR u• 14 4•_n• t1DE 8L0:7( TALL CELLS SMALL BE FILLED tarn CCmCRETE ANO REINFORCED TITN .5 SAPS EXTE)UIMO INTO FCOTIMO 41C INTO THE 9E..15. ALL BARS SHALL BZ .rPy PRE BEAMS TO FOOTING. :AL6 ccNsr tcT1D( tO BE PRcNIoto Br OrKERS. U -EAR STIFFENER 16GA.(.0~...5 GALVANIZED STEEL BASSET JOIMi CENTER HINGE. RES)OENTIAL 16GA.(.095•W1w) GALVANIZED STEEL SCREt. HEX *ASHER HEAD t /4' X 5 /6' DIRE D- FCRUINC. SELF- TAPPING. FWR (4) PER HING£ TYPICAL ALL HINGES ASTRAGAL RETAINER (ALUWIMW) SINGLE CONTACT VINYL FEATHER SEAL crrT I!1N TWDt1 MC74 I. : - ALEI 7/16• - t• ,./ T 1 _/4 2 1/4* I ENO STILE IBCL.(.042 1111x) GALYANCIE0 STEEL RIPE /ED ARO SP•OTTE1.71E0 10 PANEL. HEADER CP EN 1 IC WEIGHT 24• 1 24 12' T S - EEL SECTICN .023' TNICX U.LYAMIZED STEEL ROLL- FcF5.E3 tl Tw ELIBCSSZO CoLOaIAL RAISER PANEL SIZE - 14 3/ X IS 13/16 FINISHES/ 1) 3stc/16. MITE oR A.L.SF?C 9.A.(© CN PCL sTE.R ENALEL 2 ) PRIVC PAINTED FLoDl1T) tS • CRCInL Qua. Y GRA.1 . 3� ocOP CoNM 1 C240. LAC SCREE. 5/16 X 1 -3/4' (TY?) SCALE; 1' • 12.5' JA18 ANGLE ci (1) RECD PER YER T I CAL TR.']( VERTICAL TRACX 16CA(.0.55'11IM) GALY. STEEL TRAD( PJtAO(ETS TYPICAL TRACX INSTALLATIC+! L` II II O 1 7/16' -ii 0 0� CORNER 6F.ACXET OFTAIL 5CALE: 1 I:• • 1• VVA fl9.1:14... . . O K NUITC 1 ✓ l CENTER STILES (1LUNTINS) 16GA.1.3.43•Wi,) CALYAMIZED STEEL RIVETE7 AID SPOTTELDCD TO PANEL. ▪ 1f FINISHED OPENING ' -11' SINGLE EDGE HINGE O 13GA.(.036'WIN) GAL1•INI:J S STEEL REI7 CR.E4ENT CNE (1) U-2 \4 '.R .CTION £XOZPT .3 E r;(N 12) RECUIRED 0 0 FASTEN :0 E)O STILES AS WI APPROVED AS COMPLYY1HG PITH TUE SOUTH F ORI A BUIL ING CODE DATE • At.lawf BY AISIME■ PRODUCT C : ;It. 7510a BUILDING ��rr yy CODE COMPLLUCE On - SCE R'OuGm CPEMI)C s•-0' TOP FIXTURE 1 3GA.(.036 - WIM) CALYANI:^= STEEL FASTENED TITH (3) I/4• • 5/6 TF.3EAD-FCRS1(NG. SELr- TAPPING $„J2ET5 6 0' OPEN 1✓rG NE ICHt 7 1/2 CGRNER ERACXET 13 G 4 .(.066'WtN) GALvAMIZE7 STEEL FASTENED 'ITN (1) 1/4• - lie* TtREAO- CFtLIT.G, SELr -r. - 1K'. 5."RErs a1:sl•t.v "40 IJ 2' ►_J CPTICTST.AL -EXTRA STILES 4AY BE FIELD INSTALLED USING, Tt3 (2) 5/32' POP RIVETS AT E.L?I PANEL RAIL VENT OPEMI WAY B£ LOCATED IM DOOR IM A CC/F IQJRATICN TMAT TILL YIELD 60 IM' TOTAL OPEN AREA. 1 I f5C4.1. c1c6 I I I I aY/m rxa2 �. as - I 1 �4u. TRACK 9RACXET i1C.t.(.1t6•)IM) GALVANIZED STEEL HEX HEAD LAG SCRET E /16 1 1 -3/4'. (2) PER SRAC(£I IR Z LOG( NUT 5/16 -16. (1) PER TRACK SOLT BRAQC£ T 5/16 -16 X 3/4'. (1) PER BRA-ET TRACK ROLLER INTERIOR ELEVATION I co- ..o.I 0..rt it cm. SCALE: I• - 12.5' ->A. r C. s(A.( :..o I: ,o./.J o° TEN (10) I /4' STEEL BALLS IN MAROO:4ED INNER AJC OUTER RACES OM 7/16' DIA. STEEL SIL'FT TRACK ISCA.(.055 GALVANIZED STEEL JAKE DETAIL SULE, FULL LIFTING CABLES 1 /8' 727 PRE- FCRLEC GALVANIZED AIR -TYPE CA$.E. SAFETY FACTOR 5 :1 (LIM) Ip ( 2) MC0 ►(f 0006 1517( O► IC CAC. =sail ro c,c.a c.o. MACK .A• M. •. (A. SIG( toga 1. S: RET • HEX tAS-(ER HEAD 1/4- T 5/6' T)REAO- FCRYIMG. SELF- TAPPIIQ. SIX (6) PEA n1MGE TYPICAL ALL EDGE 11I43 S EDGE HINGE DETAIL 1) SC.AL£ t 7/14' - 1' (La War, r O'.O4111) 5/6' LIN NO r . MCC LA ?L6 . r t SI NpnL'r fill \s r 6 ... 0 -\'! SIDE LOcx DESIGN LOAD .44 P.S.F. -56 P.S.F. AtmomrF . fir. SPEC. TINOLO.AD DECADE SERIES. 9 0 9 (1AAX) P -1276 a or I II z . I 7 ------ 71 ( 1 ! 11 I/! jl IG r , lir f _ 1 T' . r T I 1" n I ( 1 II 11 I I( I' �� , i I 1 'I 1 .— 1 -- - - = 1 1 = 1 1 _ - ALES 2 1 6 .1 SYP :ASO SHALL C? BC ANC)RED TO CROuT REINFOR' 3 BLCI�( HALL CR CCCAETE COLowN 1 1/4' 1 I -3/4' 048E0 TAP" 12' O.C. rOR Doom s rp p•_n• IDE BLDG! TALL 22CLS SHALL BE FILLED T1 TN CoNGRE TE AND REINFC3t TON .5 BARS EXTENDING UNTO FOOTING Ax0 INTO T HE 9EALS. ALL BARS SHALL BE CC?tT INlX7L - S Fold :NE BEAN TO FOOTING. N6- 1 -'/6' L :Alb CCKSTRuCTION TO BE PROVIDED BY OTHERS. RABB JOINT K:// ASTRAGAL RETAINER (ALuLIMA() SINGLE CONTACT l ..� VINTL TEA .HER SEAL v c:r *1!1N Tuoll nr: Ar. - -ALE: )/16' - I' U -?AR S'IFFE4ER YS 6GA.(•S'LIw) GALVANIZED STET. CENTER HINGE. RESIDENTIAL 16CA.(.DD'S'LIN) GALVANIZED STErL SCREk HEX WASHER HEAD 1 / 4 ' X 5/6' r>REJ.D- FORCING. NG SELF - TAPPING. FOUR (4) PER HIE TYPICAL ALL HINGES 0r-t 16/16' / S EEL SECT IC�4 THIC7( CLLVANI:E7 STEEL RCL.L -r .ED 'ITN Et)BC'O.SED ✓ CO. 7IIAL RAISED PANEL SIZE - 14 i/4 x 19 15/16 FINISHES) 1) SKIN.'NITE CR A`SOC &AXE O+ POLYESTER £)U(L / 2) PRIkE PAINTED 91- GP%171 LS xr,CRC Co■nL. QuAa t Tt GrL 3t 000Q-i CIA J. / / 1 1 3/4 ►( ENO STILE 1acA.(.O4�'LtW) CALYANIZ_D STEEL ANC RIVETED A SPOTTELDED TO PANEL. HEADER OPEN I ■C HEIGHT 24 ' 2 4' - 1 12' LAG S..:RE'r. 5/16 X 1 -3/4' (T1?) SINGLE EDGE HINGE COWERCIAL `. tA.(.Da6'L(N) GALI•tNIZ'O STEEL TY? ICAL TRACX INSTALLATION SCALE: I' • 12.5' I � � - 7/16' 12 CR 15' RADIUS 9 J A. AN ;LE ONE (1) RECD PER YERTICJL ;R). VERTICAL TRACX 16C, (.0.a5 STEEL EEL TRAD( BRAE ETS CENTER STILES (LuNTINS) s:. )A.(.D4S'LIN) CALYANIZED STEEL RIVETED ANC SP3r7 '.3CD TO PANEL. APPROVED AS CO�'PLLIEG WITH THE SOUTH F DP.I A !MOM con ' __-' i 2 ao v BY PRODUCT C :)r.�L E'JiSlva BUILDING CODE COMPLL;1ICE OEE10E ACCEPWICE NO. J� 0 0 0 2 1/4 `J /'1 CORNER 6F.ACx:T :ETAJL SCALE: 7 ":1:' - 1' (I scIr• .'• L r o C h a tC OC I Rz 4 OP - 4 -0' F I N I S H E D CP EJ4 I NG 6' -11 S;E_L REI(l cNE (1) ut LG ':R SECTION EX3Z T •S S:CT;DN (2) REWIRED FASTEN TO GkT1i AND ENO STILES ON AS S' • !l TOP FIXTURE 3G IA.(.346'L:l) GALVANI'Jr' STEEL, FASTENED n TN (31 1/ / 5 /a THREAD- FM.1NC. S£LF- TAPING -CRETS ,,� / cam r T f1 ti a' 0' OPENtHG HEIGHT CORNER BRACKET (3GA.(.086-LIN) GALVANIZED STEEL FASTENED .ITN (1) I /4' - THREAD- FORlINC. SELF- TAPPING SETS A 1 �1 1a xsal.1 2' 0 CPT 1 O..AL vEN NCS L.AT BE LOCATED IN DOQR IN A CDNFIWRA)IOH THAT TILL YIELD w 60 IN TOTAL OPEN A I I 1 -EXTRA STILES fur 9E FIELD INSTALLED USING Tip (2) 5/ PG° RIVETS AT E.4.01 PANEL RAIL INTERIOR EL I O.R SCALE I' - 1 c o.L0 n. SN It o o . ... •.. C. KD[.' n0 I 1 /o. /•A JALP DETAIL SCALE( FULL TRACX BRACXET I1GA..(.116 GALVANIZED STEEL HEX HEAD LAG SCREY 5/76 1 I -S /4'. (2) PEA BR.47CEi XHI LCCX NUT 5/16 -Ia. (I) PER BRA.... ET TRACK BOLT 5/16 -14 1 3/4'. (1) TRACX ROLLER TEN (10) I /4' STEEL BALLS IN HARDENED INNER ANC Cu TER RJ.C`S 7/16' DIA. STEEL SHAFT TRACX 16GA.(.055'Iw) G.ALVAw :2ED STEEL PER �.4C7C£T ON LIFTING CABLES I /a 727 PRE - FORCED GALVA.O Z)D AIPcJJ'T - rTPE CJ.&Z SAFETY FACTOR 5 :1 (LI1) Z — SIDE LD7( (p laf (2) R(0•0 PCP O. UCCA 10 6+'151 10 LUZ. 10 ur...ri L.D. )L 1/•" •1.. lA. SIC( sCi.). SCRET. HEX TAS: -(ER HEAD 1/4' 1 5 /8' THREAD- FORLINC. SELF- TAPP:NG. SIX (4) PER N I NCE T'n 1 CAL ALL MCC HINGES SC.&LE) 7/14' . 1 - R (L. sqN) r 0P110) -- 5/6 LIN i 1 11.1 Lnnas. „)�ttL. %MPnLT 2LitS rA..C_YE DESIGN LOAD �� .4 P.S. -56 P.S.F. �.rr. I. sPEC. 11POLOAD DECADE SERIES. 9' 0' T 10E (k.&X 1 NO. P -1276 sct1 1 ... 1 err N° 6282 76 2/e: , r2e.,0(, djP MIAMI SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION TIME READY REMARKS 0 e • INSPECTOR 0 DATE