Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
381 NE 98 St (4)
Date o?3 Ya- Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL.OWNER'S..CERTIFICATION I certify that I am the legal owner of the property described as 07 ■25a 4O6e!„Ae. - • located at r A" � .P In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understan& that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Note: This certification is to be submitted with a swimming pool permit application in duplicate. PLANNING BOARD AGENDA OF d01%/ �9, 1941 ITEM NO. Name of Owner /Applicant Si"t- I 9CN4' 7 v Phone No. 1' 5 Address of Property, and /or Legal Description -59 1\l'S ST, Nature of Request APPSQO 4P1. '5- AS TOR. 5C5R. kl Present Zoning R '" 1�1 Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change �� 15 15 VW) 5e Zt.tJ To Ca v tR, t'OO ►, AR:T -r y Rat Council Action Required 1\10 Date of Applicant Notification Council Action ddliami cJ hores d illage F L OR ID A Planning Board Action r \??R 7 k� \fi Director of Building and Zoning I ' t — •1H 'di .1711 66 — 7 7/ © 0 7 7/81 ° ° P V. / O O / O -- 3 7 7/8 4 / / 0 0 � Y >\ = 7 7/ ° 1 17 7/8• 7,'/8' 4 I ' t — •1H 'di .1711 66 — 7 7/ T 7 7/81 ° ° P V. / O O / O � \ X � ; / /� / / / X O 2 7 7/8 \ X \ 1 (` 10 0 � ° 8 ' = 7 7/ ° 1 I ' t — •1H 'di .1711 66 — 7 7/ -- J w1- --,z/1 .E t O I 7 7/81 ■1 7/8 P V. / O O / 7 _.. 7 7/8 177/61 , • w Q 14 1/4'MAX TYP. TYPICAL SIDE LITE ANCHORS SINGLE SIDELITE WITH DOUBLE DOOR 8 SINGLE DOOR TYP. TYP1:S' 4' -��, 14 1/4' / TYP. TYP. 22 1/4' 3 1 3 75 1/2' D.F. TYP. 22 1/4' 135 3/4' FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE O 7 7/8' 7 7/8' D 7 7/8' 9 1 7 7/8' 39 1/4' 22 1/4' 83 3/4' FR. DIM. 38' CO 5•f TYP. X.14 1/4' TYP. +YP. TYP. 1 TYP. TYP. 5'1.TYP. TYPICAL HINGE .JAMB ANCHORS NOTES ON WOOD CONSTRUCTION' 1. REFERENCES' 'WOOD ENGINEERING HANDBOOK', U.S. FOREST PRODUCTS LAB, 1974. 'SOUTHERN PINE MANUAL' SOUTHERN FOREST PRODUCTS ASSOCIATION, 1975. NOTES ON CONCRETE CONSTRUCTION' 1. MAXIMUM SHIM SPACE BETWEEN ALUMINUM FRAME I. CONCRETE /VQOD SUBSTRATE = 1/4'. 2. MINIMUM 1/4' DIA TAPCON EDGE DISTANCE FROM FACE OF CONCRETE /BLOCK = 2 1/2'. 3. MINIMUM I /4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 4. M[I`IIMUM SPACING BETWEEN TAPCON ANCHORS = 3' 5. REFER TO 'NEV , TAPCON DESIGN DATA' & ICBO REPORT 13370 OCT. 1990. TYPICAL 6' LOCK JAMB ANCHORS 22 1/4' TYP.�S•_ 14 1/4' MAX TYP. TYP. TYP. TYP. TYP. TYP. SINGLE DOOR I 1 .t = 39 1/4' - FRAME DIM. DOUBLE DOOR 'WITH SINGLE SIDELITE 75 1/2' D.F. 120' FRAME DIM. ^_ 7/8' 7/8' 7 7/8' , 7 7/3' 6 ALL ALUMINUM TO BE 6063 ALLOY, T5 OR T6 AS REQUIRED. EACH SIDE 22 1/4' SINGLE DOOR V/SINGLE SIDELITE AT LOCK STILE. INSTALLATION SCREWS S METHOD OF ATTACHMENT SILL - 1112 X 1 1/2' R.H. SMS LOCATED 4' FROM CORNER AND 3' FROM EACH MULLION wITH THE REST AT 14". O.C. MAX. HEAD - t112 X 3' R.H. SMS LOCATED 5' FROM CORNERS AND 3' FROM EACH SIDE OF MULLIONS WITH THE REST A T 14" ' O.C. MAX. JAMBS - 412 X 3' R.H. SMS LOCATED 5' FROM CORNERS AND THE REST AT 14 1/4' O.C. MAX. 6 ' 6' — df_ 1/4' } 39 1/4' 61 1/2' ,( FRAME DIN. m -•]6, DOUBLE DOOR 63 1/ 2' � — 75 1/2'• D.F. FOR FIXED LITES, 3/16' TEMPERED GLASS IS SATISFACTORY. DESIGN PRESSURE RATING FOR SIZE DOOR INDICATED +40.67 PSF, -40.67 PSF GLASS LITE INEI]RMATICIN1 SERIES 230 FRECH DOOR PANEL TYPICAL GLASS BITE = 3/8° SERIES 230 S[DELITE FRAME WITH GLAZING BEAD TYPICAL GLASS BITE = 1/2 TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH. FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (NO REINFORCEMENT) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB! MIAMI TESTING LAB TEST REPORT NO' MTL 15242: Dwg. No Conflg Sheet: 114e: TN200 - 97 SEE! ELEV.. 1 OF 2 6 =17 - 98 Rev. Metro Da9e Action? Product Approval Renewal • 8' 7/8' 7/8' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATFfU/ IA l(p 1A BY Ls1nc,.r r- FRODUCT CONTROL OIV.S:ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO97 - 6/ Iy. D 1 — 7 7/ " 1 P V. / O O / 7 _.. ) X , o � = 7 7/ 1 • w Q 14 1/4'MAX TYP. TYPICAL SIDE LITE ANCHORS SINGLE SIDELITE WITH DOUBLE DOOR 8 SINGLE DOOR TYP. TYP1:S' 4' -��, 14 1/4' / TYP. TYP. 22 1/4' 3 1 3 75 1/2' D.F. TYP. 22 1/4' 135 3/4' FRAME WIDTH SINGLE DOOR W/ SIDELITE EACH SIDE O 7 7/8' 7 7/8' D 7 7/8' 9 1 7 7/8' 39 1/4' 22 1/4' 83 3/4' FR. DIM. 38' CO 5•f TYP. X.14 1/4' TYP. +YP. TYP. 1 TYP. TYP. 5'1.TYP. TYPICAL HINGE .JAMB ANCHORS NOTES ON WOOD CONSTRUCTION' 1. REFERENCES' 'WOOD ENGINEERING HANDBOOK', U.S. FOREST PRODUCTS LAB, 1974. 'SOUTHERN PINE MANUAL' SOUTHERN FOREST PRODUCTS ASSOCIATION, 1975. NOTES ON CONCRETE CONSTRUCTION' 1. MAXIMUM SHIM SPACE BETWEEN ALUMINUM FRAME I. CONCRETE /VQOD SUBSTRATE = 1/4'. 2. MINIMUM 1/4' DIA TAPCON EDGE DISTANCE FROM FACE OF CONCRETE /BLOCK = 2 1/2'. 3. MINIMUM I /4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 4. M[I`IIMUM SPACING BETWEEN TAPCON ANCHORS = 3' 5. REFER TO 'NEV , TAPCON DESIGN DATA' & ICBO REPORT 13370 OCT. 1990. TYPICAL 6' LOCK JAMB ANCHORS 22 1/4' TYP.�S•_ 14 1/4' MAX TYP. TYP. TYP. TYP. TYP. TYP. SINGLE DOOR I 1 .t = 39 1/4' - FRAME DIM. DOUBLE DOOR 'WITH SINGLE SIDELITE 75 1/2' D.F. 120' FRAME DIM. ^_ 7/8' 7/8' 7 7/8' , 7 7/3' 6 ALL ALUMINUM TO BE 6063 ALLOY, T5 OR T6 AS REQUIRED. EACH SIDE 22 1/4' SINGLE DOOR V/SINGLE SIDELITE AT LOCK STILE. INSTALLATION SCREWS S METHOD OF ATTACHMENT SILL - 1112 X 1 1/2' R.H. SMS LOCATED 4' FROM CORNER AND 3' FROM EACH MULLION wITH THE REST AT 14". O.C. MAX. HEAD - t112 X 3' R.H. SMS LOCATED 5' FROM CORNERS AND 3' FROM EACH SIDE OF MULLIONS WITH THE REST A T 14" ' O.C. MAX. JAMBS - 412 X 3' R.H. SMS LOCATED 5' FROM CORNERS AND THE REST AT 14 1/4' O.C. MAX. 6 ' 6' — df_ 1/4' } 39 1/4' 61 1/2' ,( FRAME DIN. m -•]6, DOUBLE DOOR 63 1/ 2' � — 75 1/2'• D.F. FOR FIXED LITES, 3/16' TEMPERED GLASS IS SATISFACTORY. DESIGN PRESSURE RATING FOR SIZE DOOR INDICATED +40.67 PSF, -40.67 PSF GLASS LITE INEI]RMATICIN1 SERIES 230 FRECH DOOR PANEL TYPICAL GLASS BITE = 3/8° SERIES 230 S[DELITE FRAME WITH GLAZING BEAD TYPICAL GLASS BITE = 1/2 TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH. FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (NO REINFORCEMENT) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB! MIAMI TESTING LAB TEST REPORT NO' MTL 15242: Dwg. No Conflg Sheet: 114e: TN200 - 97 SEE! ELEV.. 1 OF 2 6 =17 - 98 Rev. Metro Da9e Action? Product Approval Renewal • 8' 7/8' 7/8' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATFfU/ IA l(p 1A BY Ls1nc,.r r- FRODUCT CONTROL OIV.S:ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO97 - 6/ Iy. D 1 CONCRETE. E . L - .. • MIN. EMBEDMENT 1 1/2' pi I 1 1 1/2' TYP. • s ucTUa CZ!NCR t BAR OMENS x 0 LL_ _ 0 0 one.RETE 0 HINGE STILE 1 o o 7 ACTIVE LL1CKSTD� • o Q i INACTIVE LQCXSTILE o o Mal r 1 ® 15 Go 12 0 LOCK STILE O TYP, .DETAIL YOU CONS, — < 1 /4'MAX. / CL ¢ Q. 3 z,. L. J Jd' LILJ > z° LJ o1- r 2 1/2 to T. 35 1/2' ONC, CONS, = mo_ ��a FEW 1/4' MAX. 3' AT };r AD AtiCIRS to 3/16'= TEM 11 FLUSH BELTS HEAD SILL a) to a RECOMMENDED 3/4' REC£SC CHIN.) W 4 a BED IN SEALANT 3' --� 21 MAXIMUM 36' VIDE PANELS .( CONC, CONS • 3/16' TEMP. GLASS FRAME DIM. 135 3/4' • 1/4' MAX. a HILL_ F MATEF?IA,LS NO1 QTY 1 2 3 1 4 2 7 1 8 2 9 10 11 2 ALUM. 12 4 13 14 15 16 17 18 19 20 21 2q 2 251 1 1 2 1 2 4 4 271 1 2' 301 NOTE+ ALL TAPCONS FOR USE IN CONCRETE TO BE 1/4' DIA. ALL WOOD SCREWS USED INTO WOOD BUCKS TO BE #14s. PART NO. DESCRIPTION SW28616 SV28615 GV36572 GV36571 GV34601 GV36570 GV36570 GV31826 GV36573 GV30526 EXTR. ALUM SNAP - IN GLAZING CHANNEL GW34808 STD. STD. STD. 1226 1 SER.400 1 SER.600 #3050 221 #3033 23 6 DP -750 241 #14X2.5' ALUM. GE1002 Gv31827 FRAME HEAD FRAME SILL FRAME JAMB 3' HINGE STILE 4' ASTRAGAL STILE 3' TOP RAILS (PER DOUR) TYP. 4' 3' BOTTOM RAILS (PER DOOR) RAIL V/S ADAPTER (PER DOOR) OPENBACK JAMB ALUM FLUSH BOLTS (PER DOOR) EXTRUDED ALUM. CAP (PER DR.) 3/8' STL THEADED ROD PER DR.) 3/8' HEX HEAD NUT <PER DOOR) 3/8' FLAT VASHER PER DOOR) VIBORG GLAZING CHANNEL 1/8' TEMPERED GLASS 3/16' TEMPERED GLASS KVIKSET KNOBLOCK (PER DOOR) KVIKSET DEADBOLT <PER DOOR) ULTRAFAB CENTERFIN VOOLPILE VIBORG BULB VINYL 3/4' PLASTIC HOLE PLUGS <PER JMB) PAN HEAD STAINLESS STEEL TM HINGES (PER DOOR) SILICUNE BACKBEDDING FRAME ANCHORS LOCK STILE 35 1/2' N 1 1 /4'MAX. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (NO REINFORCEMENT) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB MIAMI TESTING LAB. TEST REPORT N❑+ MIL 15242 Dwg. No4Conf►g+ TM200 97ISEE ELEV. I TYP. Sheet! 2 OF 2 Date. 6 -17 -98 Rev. Metro Da-le Ac - tons Product Approval Renewal TYP, DETAIL CONC. CONS, 1 - 1. / 4'M 1 N 1 APPROVED AS COMPLYING W;TH THE SOUTH FLORIDA 3UILDING CODE - DATF BY �SC.c.c - CLc; PRODUCT CONTROL DIViS,ON BUILDING CODE COMPLIANCE OFFFI ACCEPTANCE NO 9� -n119. V. Ma..7.....-: /MIN. BEDMENT 1 3/4' 1 111 CONCRETE. E . L - .. • MIN. EMBEDMENT 1 1/2' pi I 1 1 1/2' TYP. • s ucTUa CZ!NCR t BAR OMENS x 0 LL_ _ 0 0 one.RETE 0 HINGE STILE 1 o o 7 ACTIVE LL1CKSTD� • o Q i INACTIVE LQCXSTILE o o Mal r 1 ® 15 Go 12 0 LOCK STILE O TYP, .DETAIL YOU CONS, — < 1 /4'MAX. / CL ¢ Q. 3 z,. L. J Jd' LILJ > z° LJ o1- r 2 1/2 to T. 35 1/2' ONC, CONS, = mo_ ��a FEW 1/4' MAX. 3' AT };r AD AtiCIRS to 3/16'= TEM 11 FLUSH BELTS HEAD SILL a) to a RECOMMENDED 3/4' REC£SC CHIN.) W 4 a BED IN SEALANT 3' --� 21 MAXIMUM 36' VIDE PANELS .( CONC, CONS • 3/16' TEMP. GLASS FRAME DIM. 135 3/4' • 1/4' MAX. a HILL_ F MATEF?IA,LS NO1 QTY 1 2 3 1 4 2 7 1 8 2 9 10 11 2 ALUM. 12 4 13 14 15 16 17 18 19 20 21 2q 2 251 1 1 2 1 2 4 4 271 1 2' 301 NOTE+ ALL TAPCONS FOR USE IN CONCRETE TO BE 1/4' DIA. ALL WOOD SCREWS USED INTO WOOD BUCKS TO BE #14s. PART NO. DESCRIPTION SW28616 SV28615 GV36572 GV36571 GV34601 GV36570 GV36570 GV31826 GV36573 GV30526 EXTR. ALUM SNAP - IN GLAZING CHANNEL GW34808 STD. STD. STD. 1226 1 SER.400 1 SER.600 #3050 221 #3033 23 6 DP -750 241 #14X2.5' ALUM. GE1002 Gv31827 FRAME HEAD FRAME SILL FRAME JAMB 3' HINGE STILE 4' ASTRAGAL STILE 3' TOP RAILS (PER DOUR) TYP. 4' 3' BOTTOM RAILS (PER DOOR) RAIL V/S ADAPTER (PER DOOR) OPENBACK JAMB ALUM FLUSH BOLTS (PER DOOR) EXTRUDED ALUM. CAP (PER DR.) 3/8' STL THEADED ROD PER DR.) 3/8' HEX HEAD NUT <PER DOOR) 3/8' FLAT VASHER PER DOOR) VIBORG GLAZING CHANNEL 1/8' TEMPERED GLASS 3/16' TEMPERED GLASS KVIKSET KNOBLOCK (PER DOOR) KVIKSET DEADBOLT <PER DOOR) ULTRAFAB CENTERFIN VOOLPILE VIBORG BULB VINYL 3/4' PLASTIC HOLE PLUGS <PER JMB) PAN HEAD STAINLESS STEEL TM HINGES (PER DOOR) SILICUNE BACKBEDDING FRAME ANCHORS LOCK STILE 35 1/2' N 1 1 /4'MAX. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (NO REINFORCEMENT) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB MIAMI TESTING LAB. TEST REPORT N❑+ MIL 15242 Dwg. No4Conf►g+ TM200 97ISEE ELEV. I TYP. Sheet! 2 OF 2 Date. 6 -17 -98 Rev. Metro Da-le Ac - tons Product Approval Renewal TYP, DETAIL CONC. CONS, 1 - 1. / 4'M 1 N 1 APPROVED AS COMPLYING W;TH THE SOUTH FLORIDA 3UILDING CODE - DATF BY �SC.c.c - CLc; PRODUCT CONTROL DIViS,ON BUILDING CODE COMPLIANCE OFFFI ACCEPTANCE NO 9� -n119. V. MIN. EMBEDMENT 1 1/2' pi I 1 1 1/2' TYP. • s ucTUa CZ!NCR t BAR OMENS x 0 LL_ _ 0 0 one.RETE 0 HINGE STILE 1 o o 7 ACTIVE LL1CKSTD� • o Q i INACTIVE LQCXSTILE o o Mal r 1 ® 15 Go 12 0 LOCK STILE O TYP, .DETAIL YOU CONS, — < 1 /4'MAX. / CL ¢ Q. 3 z,. L. J Jd' LILJ > z° LJ o1- r 2 1/2 to T. 35 1/2' ONC, CONS, = mo_ ��a FEW 1/4' MAX. 3' AT };r AD AtiCIRS to 3/16'= TEM 11 FLUSH BELTS HEAD SILL a) to a RECOMMENDED 3/4' REC£SC CHIN.) W 4 a BED IN SEALANT 3' --� 21 MAXIMUM 36' VIDE PANELS .( CONC, CONS • 3/16' TEMP. GLASS FRAME DIM. 135 3/4' • 1/4' MAX. a HILL_ F MATEF?IA,LS NO1 QTY 1 2 3 1 4 2 7 1 8 2 9 10 11 2 ALUM. 12 4 13 14 15 16 17 18 19 20 21 2q 2 251 1 1 2 1 2 4 4 271 1 2' 301 NOTE+ ALL TAPCONS FOR USE IN CONCRETE TO BE 1/4' DIA. ALL WOOD SCREWS USED INTO WOOD BUCKS TO BE #14s. PART NO. DESCRIPTION SW28616 SV28615 GV36572 GV36571 GV34601 GV36570 GV36570 GV31826 GV36573 GV30526 EXTR. ALUM SNAP - IN GLAZING CHANNEL GW34808 STD. STD. STD. 1226 1 SER.400 1 SER.600 #3050 221 #3033 23 6 DP -750 241 #14X2.5' ALUM. GE1002 Gv31827 FRAME HEAD FRAME SILL FRAME JAMB 3' HINGE STILE 4' ASTRAGAL STILE 3' TOP RAILS (PER DOUR) TYP. 4' 3' BOTTOM RAILS (PER DOOR) RAIL V/S ADAPTER (PER DOOR) OPENBACK JAMB ALUM FLUSH BOLTS (PER DOOR) EXTRUDED ALUM. CAP (PER DR.) 3/8' STL THEADED ROD PER DR.) 3/8' HEX HEAD NUT <PER DOOR) 3/8' FLAT VASHER PER DOOR) VIBORG GLAZING CHANNEL 1/8' TEMPERED GLASS 3/16' TEMPERED GLASS KVIKSET KNOBLOCK (PER DOOR) KVIKSET DEADBOLT <PER DOOR) ULTRAFAB CENTERFIN VOOLPILE VIBORG BULB VINYL 3/4' PLASTIC HOLE PLUGS <PER JMB) PAN HEAD STAINLESS STEEL TM HINGES (PER DOOR) SILICUNE BACKBEDDING FRAME ANCHORS LOCK STILE 35 1/2' N 1 1 /4'MAX. TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR (NO REINFORCEMENT) GLASS TYPE 3/16' THICK TEMPERED GLASS TEST LAB MIAMI TESTING LAB. TEST REPORT N❑+ MIL 15242 Dwg. No4Conf►g+ TM200 97ISEE ELEV. I TYP. Sheet! 2 OF 2 Date. 6 -17 -98 Rev. Metro Da-le Ac - tons Product Approval Renewal TYP, DETAIL CONC. CONS, 1 - 1. / 4'M 1 N 1 APPROVED AS COMPLYING W;TH THE SOUTH FLORIDA 3UILDING CODE - DATF BY �SC.c.c - CLc; PRODUCT CONTROL DIViS,ON BUILDING CODE COMPLIANCE OFFFI ACCEPTANCE NO 9� -n119. V.