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930 NE 96 St (7)Street and Number where work is to be done 7? . MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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 ,5-- Z G - , 19_Z Owner's Name and Address . /X l' tl C((.5i / Al Nob Streetfl✓F 9,6 f27 Registered Architect and /or Engineer._.( -/ 1 _____ fJ1 z_rz_t_¢__..f___ ..,gSs ¢_C.. /Or & -. Name and address of licensed �contractor_.( , R-Q/s3/�' Q�,,e yrl �, A ie B 67-S 2 �C_ . Location and legal description of lotto be built oil: Lot �� � r ��‘� ���`� � Lot Block Subdivision State work to be done and purpose of building (by floors) __. ii£.S_77:: &L AYS ez.e"- :. ? 7 / . /_ 47{/1 _% and for no other purpose. New Building Remodeling_. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 2 7I 4 4. e? .� P Amount of Permit $ s� 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_�r °'.e;; e`c ' e 1 ' �s s� fr /t9 C- 9 : /be? , 02 A9 A f The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, 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 inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr tors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) / STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 him stated are true. Permit No r -2_7 gate -2- Read, Sworn to and Subscribed before me. C/- is Disapproved _Date ( Signed) Building nspector , My Commission Expires PLANN BOARD DATE Chairman / Member Member Member Member ...._ .. Member Council Approved Disapproved Date Date Notary Public, State of Florida to me well known, 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. 4i NAME: �A /GXy5c,'• ADDRESS:,50 p i �,✓�°o���' PLOT PLAN LEGAL 1. DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE. 2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE, 3. ON PATIO INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE FROM HOUSE. gp°FT. LOT F f 64 _ BLOCK SUBDIVISION X6 AWNING SHUTTERS REDWOOD • i J ALUMINUM %I- Q t o STYLE 00 1 t" t MAINLINER 4 v•/, IMPERIAL PRESIDENT . /Z 7 ,e,z,40 METROWING METROLINE PATIO STORM PANELS S� 7 GA, STEEL ,'iO ALUMINUM ALUMINUM yde / < / . STREET TYPE UNITS WIDTH SLAT PROJ. X BEAM Y BEAM ARMS 12PIPE PILAS. / A a .) a i A./1.k) r .;, ,, 7 - / �I 1 =2— (- Ei. P v" 6 v 7 Z • & V- • 6 3 d ! if-;/.1-'7 / . D d4 /1 - A "7 o � . n ; > (lam J� `\ r:77)e' ' J / , h� 2. % / T - 4i NAME: �A /GXy5c,'• ADDRESS:,50 p i �,✓�°o���' PLOT PLAN LEGAL 1. DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE. 2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE, 3. ON PATIO INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE FROM HOUSE. 41 L_. -I RIB HEADER ANCHORS L BE LOCATED AS SHOWN; I4'MAX (Z L 466" 1 PLAN SECTION'S TYPE -I AWNING 1 ANCHOR-SEE SCHEDULE STORM LO CK ANCHOR ANGLE -r --L S ORM LOCK DETAIL SIMILAR FOR ITEM 'H' 44_' - - B -I 56" 68 L 3 1/2" X 2 1/2 "X.090 X 11/4" LONG. 2-10-32 BOLTS. 8-2 N _ 44" C -1 66" C -2 C -3 DETAILS B -.3 L a N 4J 68" 71 ` 1 WINDOW MULLION ' ,j 1- 055 "MIN. 8-32 BOLTS 1 -EA. SLAT 4I "MAX _4 41" MAX VARIES I SECTION `u-ir TYPE II- AWNING c /''050 ALUM. EXTRUSIONS 3 /4 "DIA. VARIES-, 0 8 SCREWS 8 -32 BOLTS -1YP. CAMEL BACK PLAN STRAP HINGE _ 7/8 SO.TU BE- 1/4" PIN CAMEL BACK DETAIL 3.064" o. W 0 a. /`.4" rYP �Li�L� VLi` 5/8" S0.,.040" WALL 44 56" _ 68" SECTION Y - Y' CAMEL BACK,.080" FOLDED PLATE 15 "MAX 30" - M 8 S.M. SCREW 2 ANCHORS EA. CAMEL BACK. SEE SCHEDULE. I /4 "m BOLTS NO. 8 SHEET METAL SCREWS EA. SLAT: ROLLED 5/8" SO, TUBE 7 /8 "SO.TUBE .032" WALL 10.32 BOLTS -3/8" m STL BOLTS IBS° 4 300° y Sri 1 t.i r_51 I 1 ALUM. ALLOY 5005 H34 .090 "BRACKET I WIDE (OPTIONAL) ROOF SLAT DETAIL OF ROLLED RO ALTERN C BACK C _ 30" +_ _ 3 0 7_ __ 30 120 " - - PLAN SECTION "111 -111' TYPE-III AWNING 1 °- -� `.090" PLATE 7/8 "0.D TUBE .049" WALL 1 WING FOLDED 1" WIDE STRAP HINGE HEADER HINGE PURLIN 2 "LG.AT ENDS OF INTERIOR RIBS 1,10 -32 BOLT HO L- 1"XI"XI /8 "LONG - 2.1/4 " -20 BOLTS. USE WITH TYPE '8' RIBS 7 SECTION'Z -Z' ANCHOR L- 5" X 21,4E X .090" X II¢" LONG SECTION 'X— X' WINO FOLDED 2 I TERIOR RIB c HEADER STORM LOCKS 2 PURLIN, 2. 10 -32 BOLTS WITH CAMEL BACK. WING 1 -22 -63 REVISED Co- PROJECTION 44 A B I C D :E - B -I - 32122 - PROJECTION 56 A B C D E I F - 1 B -2{ - } _40 26 - PRO 68 A - B3 1.0 48 3 3 O N PROJECTION 44" A B-I -1 32122 F O I N • - PROJECTION 44" LENGTH 46 TYPE -I A I - B IC ID E jF 0 01 REMARKS --;- - - - - SEE NOTES_ PROJECTION 56" LENOTH_46" TYPE- I _A 8 C D E F 0 I H r REMARKS PROJEC 68" LENGTH 46" TYPE - I _ A 8 C D, E; F 0 H REMARKS SEE NOTES LENGTH VARIES TYPE - II F + 0 N REMARKS x t USE * *SEE NOTES LENGTH VARIES TYPE -II O H I REMARKS _ • • ' USE: ** SEE NOTES _ LENGTH VARIES TYPE -II REMARKS r t - ( USE **SEE NOTES LENGTH 120 "* TYPE III REMARKS * USEI ** SEE NOTES PROJECTION 56 LENGTH 120 "* TYPE -III REMARKS - 88 2140126 { - ; f ,USE /1 1 $1-4. NOTES PROJECTION 68 LEN 120'�k TYPE -DI O H I REMARKS � i AWNING SIZES SHOWN HERE - ARE MAX. LESSER 812E8 MAY BE USED AWNINGS SHOWN HERE WERE DESIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING& ZONING DEPT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS,CANOPIES AND CA- NOPY SHUTTERS, DATED OCT. 10,1980, BASE ON 80. FLA. BLDG CODE. *AWNINGS WITH LENGTHS GREATER THAN 48" SHALL HAVE INTERIOR RIBS AND ARMS AS SHOWN. B 3�C - 3� 48 33 - t USE, **SEE NOTES AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS. ALUM ALLOYS OF AWNING COMPONENTS ROOF SLATS 5000.0134 RIBS 0-1,C-1 _ _ _. 4003.0114 .060" ARMS, CAMEL BACKS B PINS_ 3003 411 PURLINS _ _ - -- 3003 - 14E8 RIBS B -2.3, C -2 -3. __- 6052 - H36 063" CONCRETE 3/16 X I'/4" DIAMOND HAMMER DRIVE NAILS 3920 N.W. 27 STREET GO N S U L T I N G DATE I -81 DRAWN DT ANCHOR SCHEDULE HOLLOW CONC.BLK. ACKERMAN JOHNSON I/4" -20' LONG 4 WINO TOGGLE SCREW ANCHOR THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: NU VUE AWNING CO CERTIFIES THAT THE ALLOY AND HEATTREATMEN OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. METROWING AWNING NU - VUE INDUSTRIES, INC. 1053 EAST 29TH STREET HIALEAH FLORIDA CARR SMITH & DESIGN CHECK N R 06 SEE NOTES WOOD NO. 10- II/2 "LG. WOOD SCREW ASSOCIATES MIAMI, FLORIDA E N G I N E E R S FILL N0. SHEET NO. PROJECTION I :I - - =- rl I a v - - - I ! , i I I? Tr'= lH I I 41 L_. -I RIB HEADER ANCHORS L BE LOCATED AS SHOWN; I4'MAX (Z L 466" 1 PLAN SECTION'S TYPE -I AWNING 1 ANCHOR-SEE SCHEDULE STORM LO CK ANCHOR ANGLE -r --L S ORM LOCK DETAIL SIMILAR FOR ITEM 'H' 44_' - - B -I 56" 68 L 3 1/2" X 2 1/2 "X.090 X 11/4" LONG. 2-10-32 BOLTS. 8-2 N _ 44" C -1 66" C -2 C -3 DETAILS B -.3 L a N 4J 68" 71 ` 1 WINDOW MULLION ' ,j 1- 055 "MIN. 8-32 BOLTS 1 -EA. SLAT 4I "MAX _4 41" MAX VARIES I SECTION `u-ir TYPE II- AWNING c /''050 ALUM. EXTRUSIONS 3 /4 "DIA. VARIES-, 0 8 SCREWS 8 -32 BOLTS -1YP. CAMEL BACK PLAN STRAP HINGE _ 7/8 SO.TU BE- 1/4" PIN CAMEL BACK DETAIL 3.064" o. W 0 a. /`.4" rYP �Li�L� VLi` 5/8" S0.,.040" WALL 44 56" _ 68" SECTION Y - Y' CAMEL BACK,.080" FOLDED PLATE 15 "MAX 30" - M 8 S.M. SCREW 2 ANCHORS EA. CAMEL BACK. SEE SCHEDULE. I /4 "m BOLTS NO. 8 SHEET METAL SCREWS EA. SLAT: ROLLED 5/8" SO, TUBE 7 /8 "SO.TUBE .032" WALL 10.32 BOLTS -3/8" m STL BOLTS IBS° 4 300° y Sri 1 t.i r_51 I 1 ALUM. ALLOY 5005 H34 .090 "BRACKET I WIDE (OPTIONAL) ROOF SLAT DETAIL OF ROLLED RO ALTERN C BACK C _ 30" +_ _ 3 0 7_ __ 30 120 " - - PLAN SECTION "111 -111' TYPE-III AWNING 1 °- -� `.090" PLATE 7/8 "0.D TUBE .049" WALL 1 WING FOLDED 1" WIDE STRAP HINGE HEADER HINGE PURLIN 2 "LG.AT ENDS OF INTERIOR RIBS 1,10 -32 BOLT HO L- 1"XI"XI /8 "LONG - 2.1/4 " -20 BOLTS. USE WITH TYPE '8' RIBS 7 SECTION'Z -Z' ANCHOR L- 5" X 21,4E X .090" X II¢" LONG SECTION 'X— X' WINO FOLDED 2 I TERIOR RIB c HEADER STORM LOCKS 2 PURLIN, 2. 10 -32 BOLTS WITH CAMEL BACK. WING 1 -22 -63 REVISED Co- PROJECTION 44 A B I C D :E - B -I - 32122 - PROJECTION 56 A B C D E I F - 1 B -2{ - } _40 26 - PRO 68 A - B3 1.0 48 3 3 O N PROJECTION 44" A B-I -1 32122 F O I N • - PROJECTION 44" LENGTH 46 TYPE -I A I - B IC ID E jF 0 01 REMARKS --;- - - - - SEE NOTES_ PROJECTION 56" LENOTH_46" TYPE- I _A 8 C D E F 0 I H r REMARKS PROJEC 68" LENGTH 46" TYPE - I _ A 8 C D, E; F 0 H REMARKS SEE NOTES LENGTH VARIES TYPE - II F + 0 N REMARKS x t USE * *SEE NOTES LENGTH VARIES TYPE -II O H I REMARKS _ • • ' USE: ** SEE NOTES _ LENGTH VARIES TYPE -II REMARKS r t - ( USE **SEE NOTES LENGTH 120 "* TYPE III REMARKS * USEI ** SEE NOTES PROJECTION 56 LENGTH 120 "* TYPE -III REMARKS - 88 2140126 { - ; f ,USE /1 1 $1-4. NOTES PROJECTION 68 LEN 120'�k TYPE -DI O H I REMARKS � i AWNING SIZES SHOWN HERE - ARE MAX. LESSER 812E8 MAY BE USED AWNINGS SHOWN HERE WERE DESIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITAN DADE COUNTY BUILDING& ZONING DEPT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS,CANOPIES AND CA- NOPY SHUTTERS, DATED OCT. 10,1980, BASE ON 80. FLA. BLDG CODE. *AWNINGS WITH LENGTHS GREATER THAN 48" SHALL HAVE INTERIOR RIBS AND ARMS AS SHOWN. B 3�C - 3� 48 33 - t USE, **SEE NOTES AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS. ALUM ALLOYS OF AWNING COMPONENTS ROOF SLATS 5000.0134 RIBS 0-1,C-1 _ _ _. 4003.0114 .060" ARMS, CAMEL BACKS B PINS_ 3003 411 PURLINS _ _ - -- 3003 - 14E8 RIBS B -2.3, C -2 -3. __- 6052 - H36 063" CONCRETE 3/16 X I'/4" DIAMOND HAMMER DRIVE NAILS 3920 N.W. 27 STREET GO N S U L T I N G DATE I -81 DRAWN DT ANCHOR SCHEDULE HOLLOW CONC.BLK. ACKERMAN JOHNSON I/4" -20' LONG 4 WINO TOGGLE SCREW ANCHOR THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: NU VUE AWNING CO CERTIFIES THAT THE ALLOY AND HEATTREATMEN OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. METROWING AWNING NU - VUE INDUSTRIES, INC. 1053 EAST 29TH STREET HIALEAH FLORIDA CARR SMITH & DESIGN CHECK N R 06 SEE NOTES WOOD NO. 10- II/2 "LG. WOOD SCREW ASSOCIATES MIAMI, FLORIDA E N G I N E E R S FILL N0. SHEET NO. PROJECTION