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479 NE 102 St (10)
14 LEGAL LOT 22-1 (44 L 2-3 BLOCK ° J 2 SUBDIVISION /"/4 5`,4oRCS sc AWNING SHUTTERS REDWOOD ALUMINUMX STYLE MAINLINER IMPERIAL PRESIDENT METROWING METROLINE PATIO STORM PANELS 24 GA STEEL _ ALUMINUM ALUMINUM TYPE UNITS ':WIDTH SLAT PROJ. X BEAM Y BEAM ARMS QZ PIPE PILAS. J5-7 . / a6 ,r8 - Y- — A2( FT NAME AdTHV,q I/l✓/ Li-EA/5 PLOT PLAN C FT. 11 1) ' Zr c1b L/71 A/;E., /tz sT STREET lot line. ADDRESS [i / 7 /t/e) 1. Draw outline of house in block and indicate distance to eac 2. rnd'icar etecrrlc service f . 3. On Patio installations show location of septic tank and distance from house. EXECUTIVE OFFICES AND FACTORY 435 EAST 10th COURT 0 / A )44 ( C hI D/f C$ HIALEAH, FLORIDA I TELEPHONE (305) 885 -4672 STORM LOCK ON TYPE -72 STORM —.•. LOCK ALL TYPES HEADER WING FOLDED AWNING CLOSED 2 to to HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE F 1 27.5 "MAX,,,1 E TYPE I TYPE II TYPE )II 45° Mgx, 84" MAX. 120" MAX. A PLAN OF AWNING j TYPE I - 57 TYPE I -72 5/8" SQ. BUTT JOINT TUBE .040 WALL 9 C.C. MAX. SEE HEADER .; ANCHOR NOT E HEADER HINGE W NG OPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 --- SMALL AWNING INSIDE SLATS OVER HINGES 111 44111 5/8" SQ. BUTT JOINT TUB INSIDE SLAT TYPE III -72 SEE DETAIL'Z' SECTION I A -A it 8 SCREWS TTP. CAMEL BACK 8 3M BOLTS .090 BRACKET I WIDE (OPTIONAL) WINDOW NULL ION .OSS' MIM. ING HINGES L I V2 "XII/2 "XI /8" ALUM. 2 3/16" STL. BOLTS EA. HINGE 2 A 4SCREWS EA. SLAT L STL 2 -3/16 "STL RIVETS HEADER HINGE DETAIL 2- ANCHOR SEE SCHEDULE 7 /8 "0.D.TUBE ;_ .049" WALL . •• /4" BOLT 3/4"O.P TUBE .049 WALL WALL CAMEL FDEDPL I/4 "DIA. PIN 10-32 BOLTS EA.PURLIN r SUPPORT ARM 1 -168" 2-240" AWNING WHEN LENG REQUIRED A DETAIL 'Z' PURLIN X 1 STL WING HINGES . TYPE SMALLER- 12 "C.C. ALL OTHER TYPES- 8 ° C.C. I I /2 "X 11/2"1. 5/8" S0. BUTT JOINT TUBE L 3 I /2 "X I "X I/8"X 3/4" TYPE IMIE IIIONL -Ww po wrz. S ON A COMMON ARM THS GREATER THAN 120 "ARE COMMON ARM MAYBE USED #8 SCREWS L 3"X1 "X /8"( 3/4" 5/8" SQ BUTT SLAT 64" STIEFENER 2- 168 5/8 "SQ BUT 3- 240° 3/8 "DIAM. BOLT SLAT *8 SCREWS ON 7" C.C. EACH SIDE *4 SCREW EA. SLAT * 8 SCREWS ON 7 "C.0 All2111111,11 .Is 5 /8 "SO.BUTT JOINT TUBE .040 ALUM. X 1" STL HINGE WITH 4 4M6 SCREWS WING FOLDED" L 31/2 "X I "X V8 "X 3/4 LG WITH 2 *8 SCREWS -STORM LOCK 1 ANCHOR,SEE SCHEDULE SECTION'B -B' JOINT TUBE *4 SCREW A. SLAT N8 SCREWS 0 7 C.C. EACH SIDE .OPTIONAL CAMELBACK n200 -32 BOLTS. ; II/8,a SECTION HAT PURLIN 1 X 1 JOINT TUBE *4 SCREW EA. SLAT .064" SECTION HAT PURLIN 'Y'" REVISED 6 ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. F LA. BLDG. CODE. ALUMINUM ALLOYOF AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 50051134 HEADER 9 NOSE ANGLE 606375 HAT PURLIN'X' 3003H14 HAT PURLIN 'Y' 606376` WALL ANGLES 6063T5 STORM LOCKS 6063 T5 STIFFENER 3003H14 ARMS,CAMEL BACKS; PIN 3003HI8 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS, TEE CABANARAMA INDUSTRIES INC. CERTIFIES THAT TEE ALLOT AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS- INSTALLATION. THI8 AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE JORDANM103 WITH I /4 "XI I/2 " LAG SCREW OR SUPER GRIP 1V4"- 20X11/2"- 18.8 S.S OR 3/16 X I I/4 "DIA M BOLT ASSEMBLIES DRIVE NAIL HOLLOW CONG.BLK. ACKVMANJOHNSPN 1/4 -20 'LONG 4 WING TOGGLE SCREW ANCHOR WOOD NO. 10- I I/2" LG. WOOD SCREW OR I /4 "XII /2" LAG SCREW I -1 I PJRUN CKANGE CABANAR -AMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING 435 E. IOth COURT HIALEAH, FLORIDA SMITH - JOINER & ASSOCIATES S•00 WEST •LAOLER • MIAMI. FLORIDA C O N S U L T I.N O II N O I N I C A• MOM 11111. 1 OF 1 ..."2-1I I F.r. 1 ••+" 1 I "...la• (...ae aow+wA{7oR .RA6. w1-• Au mloRmlm o a,W .as.. ----- a..,1u gems .6111 C. M AINLINER 'v v N Q N X X O, N 14 1.1 TYPE II -57 TYPE II - 72 0) N N PURLIN - LOCATIONS SHOWN MAY VARY 1" Q N 2 0r S TYPE III -57 TYPE )II- 72 –Y Y 5/32" — 3/16" 5/16" 3/16" 5/32" _ ROOF SLAT 1°-1-3/16" 1" .019" 1') THESE • NO OTHER ORDINANCES ALL WITH PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT WITH NO VARIAi!CES • WITH VARIANCE(S) LISTED IN "REMARKS" DEVIATIO" S FROM THE NMI SHORE BUILDING AND ZONING WILL BE PEi0.°.ITTEO. UNLE3:; SPECIFICALLY LISTED BELOW. OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED BY ALL PARTIES. Authpri?ed Signiture Date FIRE DEPARTMENT L. PUBLIC WORKS PO!_10E DEPARTMENT A + BUILDING DIRECTOR $ ' , _ PLANNING & ZONING ;ice • VILLAGE COUNCIL f APPROVAL PRELIMINARY: MAL: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED OY " AMI SHOES VILLAGE IS THE ARCHITECT, BUILDER & SU® C©tiTRACTORS !.i ' '"') • ' " 7 '! F.ihE OF AV.!. dill! D• ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. NAME 40I/4 kV/ atS' _ _ PLOT PLAN 4 FT. .97? STR ITYPE_LUNITS / 5 T ADDRESS 1-14-wli, LEGAL - LOLA ,2;4m) Ste w I- t4/ ,9,k BLOCK /2. SUBDIVISION /1. EXECUTIVE OFFICES AND FACTORY 435 EAST 10th COURT HIALEAH, FLORIDA TELEPHONE (305) 885.4672 AWNING SHUTTERS REDWOOD ALUMINUM • ,••••■• •• ■• •••••••, 1••■•■• •■ • • • a.. STYLE MAINtINER IMPERIAL PRESIDENT METROWING METROLINE PATIO STORM PANELS 24 GA. STEEL ALUMINUM ALUMINUM • 57 '- En__ hilDTH SLAT PROJ. X BEAM Y BEAM tARMS PIPE PltAS. I AiAG 3 g ei7z 1 , "1 f. show location of septic tank and distance from house. 1. Draw outline of house in block and indicate distrance to each lot line. 2. Indicate electric service frorri house. STORM LOCK ON TYPE -72 STORM—.- LOCK TYPES HEADER WING FOLDED AWNING CLOSED HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE E TYPE I 45 MAX - TYPE II 84" MAX. TYPE III 120" MAX. PLAN OF AWNING TYPE I - 57 TYPE I-72 5/8" SQ. BUTT JOINT TUBE .040 WALL 9 C.C. MAX. CO r .......„...„ N SEE HEADER ANCHOR --?-- NOT E HEADER HINGE W NG OPEN 3/8" SPACE ROLLED SLAT AWNING OPEN HEADER HINGES TYPE 72 TYPE -57 5/8 SQ. BUTT JOINT TUB INSIDE SLAT TYPE III -72 SEE DETAICZ' SECTION 'A -A L I I /2 "X11/2 "XI /8" ALUM. 2 , 3/16" STL. BOLTS EA. HINGE 2 6 4SCREWS EA. SLAT L r 2 "X 3" HINGE ST L 2 -3/16 "STL RIVETS HEADER HINGE DETAIL • 8 SCREWS TYR CAMEL BACK 8 3I HMS .090 BRACKET I WIVE (ODnONAI) DOW MULLION • 085'1118. 2- ANCHOR • SEE SCHEDULE 7 /8 "0.D.TUBE I _ .049" WALL I/4" BOLT 3/4 "0.Q TUBE .049 WALL CAMEL DED PL. 1/4" DIA. PIN SMALL AWNING r INSIDE SLATS OVER HINGES 1 . ING HINGES PURLIN / I "XI "STL WING HINGES TYPE-II SMALLER- 12 "C.C. ALL OTHER TYPES - 10 -32 BOLTS EA.PURLIN I" 4 2 AWNINGS ON A COMMON ARM WHEN LENGTHS GREATER THAN 120" ARE REQUIRED A COMMON ARM MAYBE USED SUPPORT ARM 1 -168 2-240 5/8" SQ. BUTT JOINT TUBE L 31 /2 "XI "XI/8"X 3/4 TYPE III ONL� 11111 000 i rii r ,,,.."" ..°. DETAIL I Z' *8 SCREWS L 3 "X I "X 1 /8"X 3/4 OPTIONAL CAMELBACK �---. n2,10 -32 BOLTS. 5 /8 "SQ.BUTT JOINT TUBE SLAT II /2 "X 11/2"L 88SCREWS 0N7" C.C. EACH SIDE 64" STIFFENER 2- 168 5 /8 "SQ BUTT JOINT TUBE 3- 240" ,3/8 "DIAM. BOLT *4 SCREW EA. SLAT * 8 SCREWS ON 7 "C.C. 5 /8 "SQ.BUTT JOINT TUBE .040 ALUM. I "X1 "STL HINGE WITH c 4*6 SCREWS WING FOLDED ---- L31/2" X I "X V8 "X3/4" LG WITH 2 *8 SCREWS-STORM LOCK I ANCHOR,SEE SCHEDULE SECTION' B -B *4SCREW A. SLAT SECTION HAT PURLIN 'X' *4 SCREW EA.SLAT SLAT *8 SCREWS ON 7" C.C. EACH SIDE SECTION HAT PURLIN I Y 1 ` REVISED 6 ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE CABANARAMA IND. MAINLINER AWNING WAS DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRO- DUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10, 1960. BASED ON SO. F LA. BLDG. CODE. ALUMINUM ALLOYOF AWNING COMPONENTS ROOF SLATS 5005H34 BUTT JOINT TUBE OR RAIL 5005H34 HEADER a NOSE ANGLE 6063T5 HAT PURLIN'X' 3003H14 HAT PURLIN'Y' 606376' WALL ANGLES 6063 T5 STORM LOCKS 6063 T5 STIFFENER 3003HI4 ARMS,CAMEL BACKSPIN 3003HI8 THE FOLLOWING LABEL. SHALL BE ATTACHED - TO. -ALL AWNINOSI THE CABANAI.AMA INDUSTRIES INC. CERTIFIES THAT 213E ALLOT AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS- INSTALLATION. THI8 AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE JORDANM103 WITH I /4 "XI I/2" LAG SCREW OR SUPER GRIP IV4- HOLLOW CONC.BLK. ACKERMAN JOHNSON 1/4 -20 LONG 4WING TOGGLE SCREW ANCHOR WOOD NO. 10-11/2 LG. WOOD SCREW OR I/4 "X11/2" LAG SCREW 20X11/2 -18.8$.8 OR 3/16 "X 1 DIAM BOLT ASSEMBLIES DRIVE NAIL I 9- 0I PJRLIN CHANGE CABANARAMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING I MOUND '10 .. we. 435 E. IOth COURT HIALEAH, FLORIDA SMITH - JOINER & ASSOCIATES E•OO WEST FLAGMEN • MIAMI. • LONIDA C O N S U L T I N G [ N O I N C W R S w�N -WI Iw�F.r. 1Am.+"I. Isar Oo6Ow*c1oE1 'MALL .WMVT ALL SWIDMIE6M a SITE MOONS Ewoemu+ WIN woos 6111 G . NOON 6a I OF I M AINLtNE R N TYPE II-57 TYPE II, 72 N Ci .- N N T inl PURLIN - LOCATIONS SHOWN MAY VARY I" E) 14 TYPE III- 57 TYPE III -72 Y Y 5/32 - 3/16" 3/16" "" 5/32" ROOF SLAT I-- x3/16 I" .019" 5/16" wznsovz.....wc=. ~4' Jascme...."..1.01.74....... • • .• • .0.. • • • • O. t. THESE PLANS AEI ED BUILDING PERMIT o WITH NO V.! r-1 I;STED IN "REMARKS" NO OTHER DUIATIO cR.•; c. S • BUILDING PD ZONING ORDINANCES WILL OF I‘E.,-,IT7') SPO,NtellLY LISTED BELOW. ALL OTHER API IC'' 3' F. STATE PV:ID colmy LAWS MUST 13E COMPLIED WITH BY ALL PARTiL. FIRE DEPARTMEiTi PUBLIC WORKS POLIU DEPARTMENT BUILDING DIRECTOR PLANNING & ZONING ;30 ARD VILLAGE COUNCIL PRELIMINARY: REMARKS: Autsoted Strrture Date APPROVAL FglIALs COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER 8 SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD ING REGULATIONS WHETHER OR NOT SPECIFICALLY MMUS) NEM BUILDING A' ELECTRICAL ❑ PLUMBING ❑ PERMIT N °. 9478 ROOFING ❑ Owner of Building Architect Contractor or Builder , Legal Lox / I Description 1 BI Address of w. Building MIAMI SHORES VILLAGE, FLORIDA Date —s'• 19 � 7 . Work to be performed under this Permit Contractor's License No Subdi- vision Sq. Ft. r ° Value of �+ II Amount of .44 Project $ t"-A) II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion 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 and that he assumes respon- sibility for work done by his agents, servants or employees. . } Signed • k « ?'" 1, " Jt '(INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawing , s tements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work don f either, myself, my agent, servant or employee. CONTRACTO r BUILDER BY AUTHORITY Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified, or not. A copy of approved plans and specifications must be kept at building during progress of the work. _ Date 2 / 88 / 6 7 , 19 "' Owner's Name and Address ' ' F. W 4 - No.__ 1 177 S treet N • ID2 -S. Registered Architect and /or Engineer / Name and address of licensed contractor Y _ O ? .___Co�___.7ILC.._ Location and legal description of lot to be built on: Lot___ Block Subdivision Street and Number where work is to be done 4 79 N 102 .� State work to be done and purpose of building (by floors) /?,.Lace exzatin window wLth au,th .tape to rud and for no other purpose New Building Remodeling XXX Addition Repairs No, of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required_ _Plan Cubage_ Distance to next nearest building ______Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and - specifications for said building. All- notices with reference to the building ,and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspectio on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such � i act , o 0 , , be ,A.peerformed under this permit, as are licensed by Miami Shores Village. l! Os a le o. :Inc. 1 Remarks STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved (Signed) 7 ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date__ Date ( Signed) _ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the 'same, and that all facts therein by himsttecj are Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLAN G BOARD DATE Chairman Member Member Member Member Member Council Approved. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice fOr inspection or faulty materials and /or workmanship.