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350 NE 92 St (4)T-- y -Ic DOOR HEIGHT 83 1/2" MAX. - -- - - - - -- --- - - - - -- - — D.L. OPG. EQ. EQ. EQ. 25 1/2" MAX. - ___= I / / J 1\ \ / == . r = == I\ I I \ I I / 1 / I/ v Ll - - -- - -- 11 II I1 II x r ====: / / / \ 11 \II s l -- --J - - - te r 11 II 11 II -- -- \ \ i T 0 ft ----r / 7 - I1 -- / . "\ ( 1 1 ' v • N COMPARATIVE ANALYSIS CHART NON- IMPACT DOORS SHUTTERS REQUIRED C MIAMI -DADE COUNTY APPROVED ) DSB- INSULATED TEMPERED GLASS NOMINAL DIMS. DOOR HEIGHT /8 /11 8/0 LEAF WIDTH 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 DESIGN LOAD - PSF EXT. W/O RISER 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W/ RISER 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 50.0 55.0 50.0 55.0 50.0 55.0 INT. 108.8 86.9 81,4 72.3 68.5 104.9 83.7 78.5 69.7 66.0 90.6 72.3 67.8 60.2 MANOR OUTSWING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 -1754 OF 09 -12 -95 TEST SIZE = 71-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL RISER 7.50 PSF WITHOUT SILL RISER TESTED GLASS = 3/4" INSULATED NON- IMPACT GLASS SILICONE 3/4" INSULATED NON- IMPACT GLASS 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS ADHESIVE TAPE BEDDING 1-1/4" U- STAPLES ® 6" 0.C. 1/8" .060 .010 -.060 1/8" GLASSLAM SAFETY PLUS IMPACT GLASS GLASS OPTIONS TYPICAL GLASS BITE = 1/2" MIN. IMPACT SUPPLEMHNNTAL CHART LARGE MISSILE IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED 3/8" OVERALL IMPACT GLASS NOMINAL DIMS. DOOR HEIGHT 6/8 • 6/11 8/0 LEAF WIDTH 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 DESIGN LOAD - PSF EXT, W/O RISER 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W/ RISER 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 INT. 72.3 72.3 72.3 72.3 68.5 72.3 72.3 72.3 60.2 60.2 72.3 72.3 60.2 60.2 BASED ON NCTL- 210 - 2023 -5 TEST SIZE = 59-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -72.3 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL AND ON NCTL- 210- 2023 - 1,2.3,4 5C TEST SIZE = 71-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF TESTED GLASS = 3/8" OVERALL IMPACT GLASS ANN. GLASS POLYESTER PET POLYESTER ANN. GLASS SILICONE # 6 X 1 -1/2" FHSMS ® 6" 0.C. .010 PET EXTENDED 3/4" BEYOND GLASS BENT AND SANDWICHED BELOW GLAZING STOP GLOBE AMERADA IMPACT GLASS RISER 1/8" CHEM -TEM GLASS .035 URETHANE 1/16" POLY CARBONATE .035 URETHANE 1/8" CHEM -TEM GLASS 0) a S # 6 X 1 -1/2 FHS:viS ® 6" 0.C. 0 w z FALSE MUNT1NS x (SURFACE APPUED) wo MAY BE USED w 0 z x L• 0 ANCHORS SEE SHT. 2 FOR SPACING ANCHORS SEE SHT. 2 FOR SPACING 71 -1/2" MAX. DOOR WIDTH XX 27 1/2" MAX. D.L. OPG. 34 15/32" LEAF WIDTH LOCKING POINTS ANCHOR AT HINGES TYPICAL ELEVATIONS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 1 w 0 z 0 0 27 1/2" MAX. D.L. OPG. 34 15/32" LEAF WIDTH 35 3/4" MAX. DOOR WIDTH X NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS TO BE ENGINEERED SEPARATELY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DATF K0U -MQ'M WD j' BY 16 Lal 1 • LLA_A_Ps.. _ PRODUCE CONTROL DIV :S.0N g e............ Nakk_e...3-11TrIrt4G CODE COMPLIANCE OFFICE ACCEPTANCE NO •%- O•3O co co n Qf co N 0 0 Z 0 < co I. , 0 z W V) O -cc Ct � .4 Z N Q -j 1L2 (7) 0 N (1) 1 c 0 a .` 0 N v 0 0 c z 0 VI z U co 0 0 /n 0 0 0 a • (0 3 CO o • cD 3 (/) O O Z rn 0 - a) ¢ � � D N • - 53 CO m N u 0 O 1 ) drawing. no. W98 -39 sheet 1 of 5 , o "V FAX (217) 893-0921 MANOR OUTSWING PATIO DOOR CTR. OF HINGE DOOR HEIGHT 83 1/2" MAX. 0d0 'T0 _ - -- / _ \ -_ - -- 9 1 1 I - 1 1 1 I � I1 11 11 11 \ 11 s s i l J it II 11 1 II / _./ _ I-- - -- - == \ 1 \ \ - - / / \ • N COMPARATIVE ANALYSIS CHART NON- IMPACT DOORS SHUTTERS REQUIRED C MIAMI -DADE COUNTY APPROVED ) DSB- INSULATED TEMPERED GLASS NOMINAL DIMS. DOOR HEIGHT /8 /11 8/0 LEAF WIDTH 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 DESIGN LOAD - PSF EXT. W/O RISER 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W/ RISER 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 50.0 55.0 50.0 55.0 50.0 55.0 INT. 108.8 86.9 81,4 72.3 68.5 104.9 83.7 78.5 69.7 66.0 90.6 72.3 67.8 60.2 MANOR OUTSWING PATIO DOOR COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 -1754 OF 09 -12 -95 TEST SIZE = 71-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL RISER 7.50 PSF WITHOUT SILL RISER TESTED GLASS = 3/4" INSULATED NON- IMPACT GLASS SILICONE 3/4" INSULATED NON- IMPACT GLASS 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS ADHESIVE TAPE BEDDING 1-1/4" U- STAPLES ® 6" 0.C. 1/8" .060 .010 -.060 1/8" GLASSLAM SAFETY PLUS IMPACT GLASS GLASS OPTIONS TYPICAL GLASS BITE = 1/2" MIN. IMPACT SUPPLEMHNNTAL CHART LARGE MISSILE IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED 3/8" OVERALL IMPACT GLASS NOMINAL DIMS. DOOR HEIGHT 6/8 • 6/11 8/0 LEAF WIDTH 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 3/2 2/0 2/6 2/8 3/0 DESIGN LOAD - PSF EXT, W/O RISER 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 W/ RISER 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 INT. 72.3 72.3 72.3 72.3 68.5 72.3 72.3 72.3 60.2 60.2 72.3 72.3 60.2 60.2 BASED ON NCTL- 210 - 2023 -5 TEST SIZE = 59-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -72.3 PSF WATER INFILTRATION TEST = 8.25 PSF WITH SILL AND ON NCTL- 210- 2023 - 1,2.3,4 5C TEST SIZE = 71-1/2" X 95-1/2" (XX) DESIGN LOADS = +55.0, -60.2 PSF TESTED GLASS = 3/8" OVERALL IMPACT GLASS ANN. GLASS POLYESTER PET POLYESTER ANN. GLASS SILICONE # 6 X 1 -1/2" FHSMS ® 6" 0.C. .010 PET EXTENDED 3/4" BEYOND GLASS BENT AND SANDWICHED BELOW GLAZING STOP GLOBE AMERADA IMPACT GLASS RISER 1/8" CHEM -TEM GLASS .035 URETHANE 1/16" POLY CARBONATE .035 URETHANE 1/8" CHEM -TEM GLASS 0) a S # 6 X 1 -1/2 FHS:viS ® 6" 0.C. 0 w z FALSE MUNT1NS x (SURFACE APPUED) wo MAY BE USED w 0 z x L• 0 ANCHORS SEE SHT. 2 FOR SPACING ANCHORS SEE SHT. 2 FOR SPACING 71 -1/2" MAX. DOOR WIDTH XX 27 1/2" MAX. D.L. OPG. 34 15/32" LEAF WIDTH LOCKING POINTS ANCHOR AT HINGES TYPICAL ELEVATIONS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 1 w 0 z 0 0 27 1/2" MAX. D.L. OPG. 34 15/32" LEAF WIDTH 35 3/4" MAX. DOOR WIDTH X NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS TO BE ENGINEERED SEPARATELY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE DATF K0U -MQ'M WD j' BY 16 Lal 1 • LLA_A_Ps.. _ PRODUCE CONTROL DIV :S.0N g e............ Nakk_e...3-11TrIrt4G CODE COMPLIANCE OFFICE ACCEPTANCE NO •%- O•3O co co n Qf co N 0 0 Z 0 < co I. , 0 z W V) O -cc Ct � .4 Z N Q -j 1L2 (7) 0 N (1) 1 c 0 a .` 0 N v 0 0 c z 0 VI z U co 0 0 /n 0 0 0 a • (0 3 CO o • cD 3 (/) O O Z rn 0 - a) ¢ � � D N • - 53 CO m N u 0 O 1 ) drawing. no. W98 -39 sheet 1 of 5 , o "V FAX (217) 893-0921 MANOR OUTSWING PATIO DOOR CTR. OF HINGE MATERIALS LIST ITEM NO. QTY. DESCRIPTION REIURKB 1 1 HEAD WOOD 2 1 SILL ALUMINUM 6063 -T5 3 2 JAMB WOOD 4 AS REQD. INTERIOR STOP WOOD 5 1 SILL THRESHOLD RIGID PVC 6 AS REQD. ASTRAGAL WOOD 7 1/ LEAF PANEL EXTENDER WOOD 8 1/ LEAF HINGE STILE WOOD 9 1/ LEAF TOP RAIL WOOD 10 1/ LEAF LOCK STILE WOOD 11 AS REQD. GLASS STOP (IMPACT) WOOD 12 1 ADA. THRESHOLD RIGID PVC 13 1 HEAD EXTRUSION ALUM 6063 -T5 14 2 JAMB EXTRUSION ALUM 6063 -T5 15 AS REQD. FRAME WEATHERSTRIP RIGID PVC BASE, FOAM TIP 16 AS REQD. ROLL FORMED CLADDING ALUMINUM 17 * ALUMINUM ASTRAGAL ALUM 6063 -T6 18 AS REQD. ASTRAGAL WEATHERSTRIP DUAL DUROMETER PVC 19 AS REQD. HINGE SEE SCHEDULE 20 AS REQD. # 6 X 1 -1/2" FHMS AT 6" 0.C. 21 AS REQD. GLASS STOP (NON- IMPACT) WOOD 22 . SHOOT BOLT KEEPER NYLON (AT SILL) 23 * SHOOT BOLT STRIKE BRASS (AT HEAD) 24 AS REQD. SILL SWEEP DUAL DUROMETER PVC 25 AS REQD. TOP RAIL SWEEP DUAL DUROMETER PVC # 8 X 3/4' AT 6' MAX. FROM CO ALA 4/ HEAD AT X TYPICAL ANCHORS 3 PER SHOOT BOLT KEEPER SEE DETAIL AT RIGHT ° a 4 ° a ° 4 ° ° a A TYP. ANCHOR AT MTG. STILE ONLY # 8 BRADS ® 12" O.C. MAX. TYP. AT HEAD & JAMBS # 6 X 2 -1/4" SCREWS ® 8" 0.C. # 12 X 1' MS STAGGERED 4 a WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS ° 3 PER CENTER BOLT KEEPER ANCHOR LOCATIONS HEAD SHOOT BOLT _ KE PER PLATE ANCHOR LOCATIONS vor I �— !.'■ iU% !I ° `aa ° # 8 X 1 -5 /8' SMS, STAGGERED 4 SCREWS UPTO 3/2 WIDE DOORS 4 ° ' 6 SCREWS OVER 3/2 WIDE DOORS * 1 REQD. PER DOOR (XX DOORS ONLY) TYPICAL ANCHORS: SEE ELEVS. FOR SPACING 3/16" DIA. TAPCONS BY ELCO. (1/4" MAX. SHIMS) OR EQUIV. SELF TAPPING CONC. ANCHOR HOLDING CURRENT N.O.A. MIN. EMBEDMENT: 1 -3/8 " INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/4" THRU 1 BY WOOD BUCKS INTO MASONRY 1 - 1/2' DIRECTLY INTO MASONRY HINGES: 4" X 4" HINGE 3 PER LEAF UPTO 6/11 HIGH DOORS, EQUALLY SPACED 4 PER LEAF OVER 6/11 HIGH DOORS, EQUALLY SPACED LOCKS: ACTIVE LEAF 'CARL FUHR GMBH & CO.' SEVEN -POINT LOCK SYSTEM WITH SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL, 3 ROLLERS AT ASTRAGAL, PLUS LATCH & DEADBOLT. IN -ACTIVE LEAF 'FUHR HARDWARE' TWO -POINT LOCK SYSTEM ENGAGING SHOOT BOLTS AT HEAD AND SILL. SEALANT: FRAME CORNERS SEALED WITH BUTYL TAPE SEALANT. BUTYL CAULK USED BETWEEN WOOD /ALUMINUM JOINTS LOCATION: Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 ONE LEVER HANDLE AT ACTIVE LOCK STILE 35" FROM BOTTOM ON EXTERIOR. ONE LEVER HANDLE AT INACTIVE LOCK STILE 35" FROM BOTTOM ON EXTERIOR. 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING (( CODE DATF A°0°- o1lP 19 BY 514. 1. LkA �dy___ PRODUCT CONTROL DIV'S:ON BUT. ING CODE COMPLIANCE OFFICE ACCEPTANCE NO C fC - 0130 -01 N ▪ . co oo co N to 0 m c 0 N . a) co co 0 o N o O 0 o � o r) co a n • c0 _ N o z � Q O 0 0 OZ Q U° In O z J J J O z U 0 0 N a) v 0 '0 0 ,c 0 O 0 drawing no. W98 -39 sheet 2 of 5 ) x # 8 X 3/4" WS AT 6" FROM CORNERS & 24" 0.C. (1) TAPCON PER HINGE ENGAGING BLDG. STRUCTURE SEE NOTE e HINGE DETAIL, SHEET 4 — 3/ JAMB UPTO 6/11 HIGH DOORS 4/ JAMB OVER 6/11 HIGH DOORS <USE EQUAL NO. OF ANCHORS ON LOCK SIDE JAMB) HEAD SHOOT BOLT SILL SHOOT BOLT LOCKING POINT LOCATIONS \_SEE SHEET 4 FOR INSTALLATION SCREWS co LOCKING POINTS N # 8 X 2-1/2" W.S. 10/ LEAF UPTO 6/11 HIGH DOORS 12/ LEAF OVER 6/11 HIGH DOORS LEAF WIDTH HEAD SHOOT BOLT SILL SHOOT BOLT LOCKING POINT LOCATIONS 8/0 HIGH DOORS 7/0 OR LESS HIGH DOORS EXT LOCKING POINTS ERIOR FRAME WIDTH I IN- ACTIVE LEAF 7. 7 ` r-k//, / \/ / >,, \i / � ! / ' \ \ ?CT1'''T: r � � / C # 8 X 1-1/4" SCREWS ® 12" 0.C. CLOSED CELL FOAM PLUG AT EACH END LEAF WIDTH Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 A \, /yA n\ >. ..\� # 8 X 3/4" WS AT 6" FROM CORNERS & 24" 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 210 a. +VQb.A.. L' 19 fi ts( B, l S kA" L441,tcJ1. DUCT CONTROL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO ° I " & L O '01 O F�1 O a U 14 r` Z W Q o 0 N N 0.i vi 0 L�wN`° 1 Z to v Z N a j <4' W N `t z W 0 N c 0 0) .> L 0 O 1/) 0 Z J J J 0 Z Tr Tr 0 ) co N - J c O 0 N N 0 v 0 ,c ) 0 is G V ) drawing no. W98 -39 sheet 3 of 5 1.505 INTERIOR STOP WOOD r -- 2.008 -°j .062 HEAD EXTRUSION 6063 -T5 NAILING FIN RIGID PVC 2.531 4.563 FRAME HEAD w000 ADA. THRESHOLD RIGID PVC 5.562 6063 -T5 1.910 JAMB EXTRUSION 6063 -T5 GLASS STOP- IMPACT DOOR WOOD GLASS STOP-NON--IMPACT WOOD 2.500 1.250 1.039 4.563 FRAME JAMB W000 2.501 1.219 3.376 3.375 1.750 CLADDING HINGE STILE; 3105 -H16 WOOD 2.813 - �j r- .296 I � CLADDING 3105 -H16 3.539 3.531 CLADDING 3105 -H16 1.178 .408 1.750 PANEL EXTENDER WOOD .408 TOP RAIL WOOD BOTTOM RAIL WOOD 2.970 5.408 CLADDING 3105 -H16 .437 3.521 3.468 1.750 LOCK STILE WOOD 1.903 - WOOD ASTRAGAL w00D 1.750 ALUMINUM ASTRAGAL 6063 -T6 2.306 .562 t 0 0 4.000 .285 DIA. PIN 4 X 4 HINGE BRASS, .097 THICK STAINLESS STEEL OPTIONAL 0 0 0 e 3.992 HINGE INSTALLATION SCREWS TO PANEL (4) # 8 X 1 -5/8" W.S. TO FRAME: (3) # 10 X 1" W.S. (1) 3/16" TAPCON ENGAGING STRUCTURE USE LOWEST HOLE 0 BOTTOM HINGE & TOPMOST HOLE 0 TOP HINGE FOR DOORS UPTO 6/11 HIGH USING 3 HINGES PER LEAF USE (2) TAPCONS ON CENTER HINGE TYPICAL WOOD- PONDEROSA PINE Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 .569 I : TOP RAIL SWEEP PVC .547 .312 ASTRAGAL W'STRIP PVC FRAME W'STRIP PVC -FOAM RIGID BASE FLEXIBLE LEAF RIGID BASE FLEXIBLE LEAF FOAM APPROVED AS COMPLYING W TH THE o SOUTH FLORIDA BUILDING CODE OATF 1 wOJP.t . 19 c lc‘ - PR T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9CC - kilt ) • o i 1 n rn co 1 N cu N 0 0 m N 0 c 0 0) 0 0 0 0 a a 3 0 0 z 3 o Q o O o 3 Oz < w U° J D O z c 0 0 0) 0 v 0 0 drawing no.. W98 -39 sheet 4 of 5 # 8 X 1 -1/2 SCREW FRAME TOP CORNER # 8 X 1 -1/2" SCREW FRAME BOTTOM CORNER # 8 X 2-1/4° SCREWS m r----1 . 8 X 2 -1/4' SCREWS 3' X 1/2" WOOD DOWEL- I USE JET WELD 200 HOT MELT POUR _BY '3M' WITH DOWELS PANEL TOP CORNER Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 i PANEL BOTTOM CORNER APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D . F ao0�+NA3&Lk g c 1.9 , &L Ai I C Lc c 4 CONTROL DIV!SION BUILDING CODE COMPL iANCE OFFICE ACCEPTANCE NOi 0130 -01 t3` z ( w O O 0 a to (D 3 CO 0 o �p • Cn 0 < O . 0 O z 3 J J _ r) z co U < -J > D N < L1 • Z Q O ¢ � c� z� ) N 0 . co 1 CO 0 O c 0 a 0 N 0 1) 0 . 0 N 4) drawing no. W98 -39 (sneet 5 of 5 l • MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Caradco Windows & Doors CONTRACTOR LICENSING SECTION 201 Evans Drive (305) 375 -2527 FAX (305) 375 -2558 Rantoul IL 61866 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series "Clad French Manor" Aluminum Clad Outswing Wood Patio Doors - Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W98 - 39, Streets 1 thru 5 of S. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0730.01 Expires:06 /30/02 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Approved: 11 /26/98 -1- Metropolitan Dade County Internet mail address: postma :;ter @buildingcodeonline.com MIAMI - 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 Raul Rodriguez Product Control Supervisor Homepage: http : / /www.buildingcodeonline.com Caradco Windows & Doors ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 98- 0730.01 NOV 2 6 1998 June 30, 2002 1. SCOPE 1.1 This renews and revises the Notice of Acceptance, No. 98- 0611.02, which was issued on September 10, 1998. It approves an aluminum clad wood swinging door, as described in Section 2 of this Notice of Acceptance, 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 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The aluminum clad wood outswing door - Impact & Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. W98 -39, titled "Manor Outswing Patio Door" prepared by Al- Farooq Corporation, dated 05 -28 -98 and revised on 11- 03 -98, Sheets 1 through 5 of 5, signed and sealed by Dr. Humayoun Farooq, P.E. , bearing 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 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The wood swinging door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 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 Notice of Acceptance, 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. 1 s�4. I. CLa., a Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division -2- Caradco Windows & Doors ACCEPTANCE No.: 98- 0730.01 APPROVED NOV 2 6 1998 EXPIRES June 30, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. Misuse 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 inspection at the job site at all time. The engineer need not reseal the copies. 8. 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE 1 C‘,Act I. C4.4 e. Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division - 3 - DESIGN LOAD CAPACITY - PSF WINDOW DIMENSIONS WIDTH 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 36' 17' 20' 24' 28' 30' 17' 20' 24' 28' 30' HEIGHT 32' 36' 40' 48' 56' 60' 64' 72' NON - IMPACT WINDOWS SHUTTERS REQUIRED DSB - INSUL. ANN.GLASS EXT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 87.4 80.4 64.8 100.0 10 89.2 73.7 67.8 54.7 100.0 100.0 82.7 68.3 62.8 50.7 100.0 97.6 77.1 63.7 58.6 100.0 86.0 67.9 56.1 51.6 INT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 87.4 80.4 64.8 100.0 100.0 89.2 73.7 67.8 54.7 100.0 100.0 82.7 68.3 62.8 50.7 100.0 97.6 77.1 63.7 58.6 100.0 86.0 67.9 56.1 51.6 DSB- INSUL. TEMP.GLASS EXT. 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.6 100.0 100.0 100.0 100.0 95.6 79.7 100.0 100.0 100.0 100.0 95.6 79.7 100.0 100.0 100.0 1 00. 0 95.6 79.7 100.0 100.0 100.0 100.0 95.6 100.0 100.0 93.2 80.9 76.1 INT. 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.6 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 79.7 140.0 140.0 119.5 102.4 95.6 140.0 134.0 112.1 96.1 89.7 IMPACT RESISTSNT WINDOWS SHUTTERS NOT REQUIRED 3/8" LAM. ANN. GLASS' 3/8" LAM. TEMP.GLASS DESIGN LOAD RATING FOR ALL SIZES = + 88.0 PSF - 80.0 PSF tL 0 E 'C • ' CLAD' WOOD CASEMENT WINDOWS COMPARATIVE ANALYSIS CHART BASED ON NCTL- 210 -1732 OF 04 -24 -95 TEST SIZE = 32 1/2" X 74 1/2" (X) DESIGN LOADS = +66.0, -80.0 PSF WATER INFILTRATION TEST = 15.0 PSF TESTED GLASS = 3/4" INSULATED NON- IMPACT GLASS BASED ON NCTL- 210 - 2058 -6 OF 06 -12 -98 TEST SIZE = 33" X 75" (X) DESIGN LOADS = +66.0, -80.0 PSF TESTED GLASS = 3/8" OVERALL IMPACT GLASS II / t i II II II / it II \ II I! II II \ II !; /! II � It / ;1 SEGMENT HEAD CASEMENTS Engr. CR. HU'MMIAYOUN FARGOQ STRUCTURES FLA PE # 16557 6 MAX. TYP. B . 24 5/16" D.L. OPG. 30 1/8" WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT SURFACE APPLIED MUNTIN OPTIONAL io N NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDMON NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. APPROVED AS COMPLYING r1 THE SOUTH FLORIDA BUILDING CODE DAT `, • 19 9 BY PRODU CONTROL CIVS BUILDING CODE COMPL:ANCE OFF!CI ACCEPTANCE NO "18 -1 D21. 09 z O '& O 0 cn F 0 z th O 0 5« • N co 0 "' W La -0 ►.a ZNg M 0 0 (0 co rn a 0 0 O 0 z 1- z W Q 0 0 O O 0 0 0 ( vi c 0 0) a) ( 03 rn N o. 0 0 (o O 0 0 a s a . (0 (O 3 03 o z � (o o O Z 3 J r� O (0 � < W O N Ce • Z v c 0 0 fn v ,n 0 0 ,c N 0 d 0 u drawing no. W98 -76 (sheet 1 of 5 O �-+ w 0 0 X 0 z _ *8 X 3/4' SMS 9' 0.C. 4 4 TYPICAL ANCHORS 0 6 FROM ENDS AA TYPICAL ANCHORS 0 6" FROM ENDS z N WOOD BUCKS NOT BY CARADCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #8 WOOD SCREWS 2 PER SASH BRADS AT 6" 0.C. TYP. 3/4" INSULATED NON— IMPACT GLASS 1/8" ANN./TEMP. GLASS 1/2" AIR SPACE 1/8" ANN./TEMP. GLASS , i / / �(n s. - " / `' • ti/ L 1 BY OR 2 BY _ WOOD BUCK TYPICAL ANCHORS 0 6" FROM ENDS J 1/8" CHEM -TEM GLASS .035 URETHANE -PE 399 1/16" POLYCARBONATE LEXAN .035 URETHANE -PE 399 1/8" CHEM -TEM GLASS #8 X 1 - 1/2" WOOD SCREWS 0 6" - 0.C. 3/8" THICK NOMINAL IMPACT GLASS GLOBE AMERADA P380 WIND —PANE GLASS OPTIONS Engr. DR. HUMAYOUN FAROOID STRUCTURES FLA. PE # 16557 Z_ N co m 1/8" ANN. GLASS .060 POLYESTER - .010 PET -.060 POLYESTER r 1/8" ANN. GLASS GLASSLAM SAFETY PLUS IMPACT GLASS # X 1 -1/2" WOOD SCREWS 0 6" 0.C. .010 PET EXTENDED 3/4" BEYOND GLASS O BENT AND SANDWICHED BELOW GLAZING STOP TYPICAL ANCHORS: A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE # 10 SMS WITH 1 -3/8" MIN. PENETRATION INTO WOOD B. INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16 DIA. TAPCONS WITH 1 - 1/4" MIN. EMBED INTO MASONRY APPROVED AS COMPLYING PTH THE SOUTH FLORIDA. BUILD G CODE DAT . N 2 --, 19 BY PRODUC CONTROL DIVIS;ON BUILDIN ODE COMPLIANCE OFFICE ACCEPTANCE NO `1B'1021' z CD V) w 0 CO Co 1 N CO N 0 tL 0 0 I co N ) N c 0 . cc cc 0 0 0 0 0 Cr) z w O N CO CO CO c0 (1) 0 z J J 0 z 0 V r') rn co N w 0 U 0 0 S c ) ) drawing no. W98 -76 sheet 2 of 5 ITEM # REQD. PART NO. DESCRIPTION MATERIAL MANF. /SUPPLffii /REMARKS 1 AS READ. CA -03/04 HEAD /SILL /JAMB TIMBERSTRAND CARADCO 2 1 CA -08 HEAD STOP WOOD CARADCO 3 2 /SASH - SASH RAIL (INSUL. GLASS) WOOD CARADCO 4 2/ SASH CA -14 SASH RAIL (LAM. GLASS) WOOD CARADCO 5 2/ SASH - SASH STILE (INSUL. GLASS) WOOD CARADCO 6 2/ SASH CA -15 SASH STILE (LAM. GLASS) WOOD CARADCO 7 4/ SASH CA -16/17 GLASS STOP (LAM. GLASS ONLY) WOOD CARADCO 8 4 CA -18/19 X -JAMB WOOD CARADCO 9 1 CA -05 SILL COVER WOOD CARADCO 10 2/ WINDOW CA -06/07 SIDE STOP WOOD CARADCO 11 AS READ. P -14 FRAME NOSING 6063 -T5 - 12 1 /MULLION CA -13 MULLION CASING WOOD CARADCO 13 1/ MULLION PP25 MULLION CONNECTOR 6063 -T5 CARADCO 14 AS REQD. P52 3/4' GLAZING GASKET (INSUL. GLASS ONLY) VINYL CARADCO 15 AS REQD. 590 -078 BULB WEATHERSTRIP PVC AT EACH FRAME MEMBER 16 AS READ. PPO LEAF WEATHERSTRIP POLYPROPYLENE AT EACH SASH MEMBER 17 2/ WINDOW. - METAL CAM -TYPE SWEEP LOCK STEEL AT 16' FROM EACH END 18 2/ SASH - KEEPERS AT LOCK LOCATIONS STEEL AT ACTIVE SASH 19 1 /SASH - DUAL ARM ROTO -GEAR OPERATOR SYSTEM - AT SILL 20 2/ SASH - RETAINING PINS AT HINGE STILE STEEL AT 20' FROM ENDS 21 2/ SASH - SERIES 14 2 BAR HINGES STEEL TRUTH TYPICAL ANCHORS ® 6" FROM ENDS & 12" 0.0. 1 BY OR 2 BY WOOD BUCK #8 X 3/4' SMS_ e 9' O.C. ® O TYPICAL ANCHOR 1 PER HINGE ■ • 0 1'_I_+ I BUTT HINGES AT 7-1/2" FROM TOP & BOTTOM AND AT MID SPAN (SEGMENT HEAD CASEMENT ONLY) ',,mvm ='7Ca=c i D.L OPG. D.L OPG. WINDOW WIDTH EXTERIOR O 1/4" MAX. SHIM TYPICAL ANCHORS —0 6" FROM ENDS & 12" O.C. Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA. PE i} 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC CO'TROL DIVISION 3(:•.DING CODE COMPL.ANCE OFFICE CCEPTANCE NO. 4 714 'J172L• 2 . t`) c 0 an . co rn N 0 O • Csi 0 W 0 1 V 0 0 (0 n I a) 0f Z J a O 0 ( ( .0 0 ( L u drawing no. W98 -76 sheet 3 of 5 1.500 -----I FRAME NOSING 1.313 .5 }4 2.938 HEAD /SILL /JAMB .563 1.157 2.094 - ---�{ 594 HEAD STOP .438 SASH RAIL (INSULATED GLASS) - .298 r I .019 2.126 2.072 .434 SASH RAIL (LAMINATED GLASS) .298 2.126 [. 434 SASH STILE (INSULATED GLASS) SIDE STOP 2.094 1.438 1 �I .938 F-- SILL COVER .500 1 - -1.688 X - JAMB .625 g .594 P. .438 J .894 GLASS STOP 1.094 2.072 r ____ 2.126 .298 SASH STILE (LAMINATED GLASS) .434 1.710 2.656 .625 ,__J - X1.500 L INT. MULLION CASING MUWON CONNECTOR SASH AND OTHER WOOD COMPONENTS TO BE WHITE PINE OR PONDEROSA PINE. FRAME MEMBERS TO BE TIMBERSTRAND. .383 .2 LEAF WEATHERSTRIP .312 BULB WEATHERSTRIP VENT CORNER # 8 X1 -1 -/4" SCREW FRAME NOSING CORNER FRAME AND VENT CORNERS SEALED WITH BUTYL TAPE SEALANT. BUTYL CAULK USED IN BETWEEN ALUMINUM/WOOD JOINTS. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 P14 FRAME CORNER CORNER LOCK # 8 SCREWS 2" X 1/2" STAPLES 4 PER CORNER APPROVED AS COMPLYING WITH THE SCUTH FLORIDA BUILDING CODE DAT �-► ' I999 BY PRODUC CO 'TROL DIVISION BUILDING CODE COMPL'ANCE OFFICE ACCEPTANCE NO 95-Lao). O' f OD o a N N I) 0 8 0 0 z 1- z w W Q 0 0 0 0 0 0 0 m c 0 al ' • it N .2 v 0 0 {o N CO CO a 0 0 c v t rn co N t 0 .r a 0 N 0 0 0 0 drawing no. W98 -76 sheet 4 of 5 DESIGN LOAD CAPACITY - PSF (SIDE /SIDE OR TOP OPERATING CASEMENT. FIXED CASEMENT. AWNING OR ANY /BOTTOM WINDOWS) COMBINATION THEREOF WINDOW DIMENSIONS NON - IMPACT WINDOWS (SHUTTERS REQUIRED) DSB INSULATED GLASS DW'ACT RESISTANT WINDOWS (SHUTTERS NOT REQD.) 3/8' LAMINATED GLASS WIDTH (W) HEIGHT (H) EXT. INT. EXT. INT. 15' 20' 25' 30' 35' 40' 45' 50' 55' 40' 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 15' 20' 25' 30' 35' 40' 45' 50' 55' 48° 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 127.1 127.1 66.0 80.0 115.3 115.3 66.0 80.0 114.5 114.5 66.0 80.0 114.5 114.5 66.0 80.0 114.5 114.5 66.0 80.0 15' 20' 25' 30' 35' 40' 45' 50' 55' 56' 140.0 140.0 66.0 80.0 140.0 140.0 66.0 80.0 115.2 115.2 66.0 80.0 99.0 99.0 66.0 80.0 88.3 88.3 66.0 80.0 81.0 81.0 66.0 80.0 76.2 76.2 66.0 76.2 73.4 73.4 66.0 73.4 72.2 72.2 66.0 72.2 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 140.0 140.0 66.0 80.0 117.7 117.7 66.0 80.0 96.6 96.6 66.0 80.0 83.2 83.2 66.0 80.0 74.2 74.2 66.0 74.2 68.0 68.0 66.0 68.0 63.8 63.8 63.8 63.8 61.0 61.0 61.0 61.0 59.3 59.3 59.3 59.3 15' 20' 25' 30' 35' 40' 45' 50' 55' 64' 126.4 126.4 66.0 80.0 96.5 96.5 66.0 80.0 78.9 78.9 66.0 78.9 67.7 67.7 66.0 67.7 60.0 60.0 60.0 60.0 54.7 54.7 54.7 54.7 50.9 50.9 50.9 50.9 48.3 48.3 48.3 48.3 46.6 46.6 46.6 46.6 15' 20' 25' 30' 35' 72' 88.4 88.4 66.0 80.0 67.2 67.2 66.0 67.2 54.7 54.7 54.7 54.7 46.6 46.6 46.6 46.6 41.0 41.0 41.0 41.0 WINDOW WIDTH N / / \ / / \ \� \\\ /\ EXTERIOR H CORRUGATED STAPLES 0 6' O.C. WINDOW WIDTH W1 Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS AVG. WINDOW WIDTH = WI + W2 2 NOTES; 1 USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACFTY OF OPERATING CASEMENT. FIXED CASEMENT, AWNING TYPE WINDOW OR ANY COMBINATION OF ABOVE. (WINDOWS WITH IDENTICAL FRAME MEMBERS) 2. FOR OPERATING CASEMENT WINDOW CAPACITY SEE SHEET 1. FOR FIXED CASEMENT OR AWNING TYPE WINDOW CAPACITY SEE THEIR CORRESPONDING NOA. 3. USE SMALLER DESIGN LOAD CAPACITY OF 1 OR 2 ABOVE. 2 7998 TYPICAL ANCHORS � (2) AT EACH SIDE OF MUWON AT 3' O.C. W2 W1. W2 APPROVED AS COMPLYING W'TH TEE SOUTH FLORIDA BU:LD1NG CO'E DATPRODC • C '9�{�. BY !1C C0� ROL DIV!SiON BUILDING CODE COMPI'ANCE OFFIC ACCEPTANCE NO. --)021.0 C N c 0 N . co N 0 a • _a 1 0 U so co d O U cn a N O 0 , o o o t o ") a co a . co; N X o 03 Q o co a Z () o O Z 3 J r O o Qp ZQ w o cVO!I- c a 0 17 0 ,c r u drawing no. W98 -76 (sheet 5 of 5 ) FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -97 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems ' . Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -97 for additions of 600 square feet or less, site- installed components of manufactured homes, and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 600 8-97 or 600A -97. " BUILDER: 0,e66- A Aths dAV 57e, "Dt AJ PROJECT NAME: �0,16glJ Me,6LC5kPsy 310 141E 92 VT • M14Mt SNeZsS, Ft 3J13g OWNER: ewer Offiumi /Imea5r`Y AND ADDRESS: . PERMITTING OFFICE: MIAMI SHORES PERMIT NO. i•w inrrn CLIMATE ZONE: 70819n JURISDICTION NO.: 10151414 lel SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C -3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency l evels must be met only when equipment is installed ' specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating uncondhfoned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). , ` Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site- . installed components and features a r e covered by this form. BUILDING SYSTEMS Comply when complete new s y s t e m is installed. Please Print • • .. .. .0 K 1: Renovation, Addition, New System or Manufactured Home 2. ' Single family detached or Multifamily attached 3.:, If Multifam iily -No. of units covered by this submission Y •; ,,. 1. , - • , ' 4:= °'Conditioned floor area (sq. ft) r 5.. „Predominant eave.overhang (ft.) 6.� Glass area and.type:.. -, a:- Clear b. Tint,.film.orsolarscreen, : ._::Yti.:,_._ 7. Percentage of glass to. floor area 8. Floor type and insulation: . ' Slab- on- grade:(R- value) Wood; raised (R- value) • Wood, common (R- value) :: , Jd ' Concrete, raised (R value) ' e ~ common'(R- value); f1 - > .�'.=• 9. • Wall and insulation: 4a . - Exterior: ., . Masonry (Insulation R-valuey+ 2: z Wood frame (Insulation. R- value) .;Adjacent: Y ;. "1. Masonry (Insulation Rvalue) ti.*. tvA S[�cE 2.'' Wood frame (Insulation R, value) Marriage Walis'of Multiple Units',(Yes/No) 10. Ceiling type and insulation: . a. Under attic Insulation Wvalue) b.''. Single `aese^� ly (InsulationR- value) • • 11. Cooling syste' .'(Types:. central, room. unit, package terminal A.C., gas, existing, none) • 12. Heating syster>? (Types: heat pump, elec. strip, natural gas, LP. gas, gas h.p., room or PTAC, existinp�none) • • 13. -Air Distribution Systenla • •- a.' " Backflow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: " • • - (Types: elec.; natural gas, i ttier, exi Ling, none) ,rif ertains to manufactured homes with l ife installed'i ompo,nents. I hereb complia PREPARED BY: I hereby certify OWNER AGENT: • . , e •fans and •eci' cove. Ilf y. • buil • g 3 tt i v r 1 f '; A1- ,,--,. 1. DI f ioV\ 2.. , SI Nart.g r lut. - ". Single Pane.: 6a. — ' ; sq. ft., 61).1 ` (J O . sq.. ft. 7. 'Z 8a.... R 1a•4,. o a Nt.►* - 0 ft 8b. R= — sq. ft 8c: R= sq. ft. . 8d. • R= sq. ft. 8e. 4, R= -- sq. ft • 9b-1 R= 9b -2 R= - 9c -- 10a. 10b. Double Pane sq. ft. '' sq. ft. R= C34 ' 1 ' sq. ft: "2.4,1 • sq. it • - , ._ . • - sq. ft. 11. • .Type: a_g ' d.\ GF 4.. SEER/EER: 12. Type: rm. 1 J? HSPF /COP /AFUE: 13a. 13b. 14.. Type:.lJ f A ' ( by iscv • EF: in 'ADGttlon / by the calcul ion ar in P . DATE: e Fonda Energy 4/ DATE _ l- Review of plans and specifications covered by this calculation indicates compliance wfih the Florida Energy Code. = - • : construction is competed, this building will be inspected for compfian •> ! , t , rdance with Section 553.908, F.S. • BUILDING O AL: DATE Revised 1998 Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = MINIMUM INSULATION INSTALLED ( EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY UPTO20% .. ,UP TO30% Concrete Block R -5 V- Single Central NC - Split SEER = 10.0 SEER = Double . Single. c:; Frame, 2" x 4" R -11 • 'OH -SC.. • . • OH.- SC -Single Pkg SEER = 9.7 SEER = OH - HALL • Frame, 2" x 6" Common, Frame R -19 R -11 1" -.90 0" ' . 3 " -1.0 2 " -.86 1 " - .65 0 . - 45 Room unit or PTAC . ' ....EER = _ - 8.5* EER = • SHGC or SC may be obtained from the manufacturer. Single clear SC =1.0, double clear SC = .90, and single tint SC = :86. SHGC _ .87=SC • a• REQUIREMENTS FOR ALI. PACKAGES .; :+ '' - '���' ' TABLE 6C-3 MINIMUM COMPONENTS Common, Masonry R -3 CHECK Exterior Joints & Cracks - , 606.1: To be caulked, gasketed, weather- stripped or'otherwise sealed. Exterior Windows & Doors 606.1 lylax. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft door area. Sole & Top Plates 606.1 Electric Resistance Heat pump = Spfd ' ANY HSPF ''= , ,, 6.8 ^ •._ HSPF. _ .. Type IC rated with no penetrations (two altematives allowed). Under Attic Single Assembly; Enclosed R -30 Ai barrier on perimeter of floor between - floors:. • . -; , ∎; - • :.. , • Exhaust Fans 606.1 combustion : . Exhaust fans vented to unconditioned space•shall have dampers, except forl - devices with integral exhaust ductwork. - 1. i - Frame R -19 606.1 Combustion space and water heating systems must be provided with outside combustion air, : except for direct vent appliances. - 1 ' h ' - Single Pkg. HSPF = 6.6 HSPF = Swimming Pools & Spas HSPF/ . = •' LII Metal Pans R -13 Insulation is required for hot water circulating systems (including heat recovery units). - Room unit or PTHP COP = 2.7' Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG: Single Assembly; Open Common, Frame R -10 R -11 • 610.1 - • • . kCE H HVAC Controls -- COP • / Gas, natural or propane AFUE = .78 _ AFUE _ '° Slab -on -grade Raised Wood No Minimum R -11 v AFUE = ', . Fuel Oil AFUE = .78 OC Raised Concrete Y • ." .R -5 .: - . Common, Frame ,, • . R -11 . • Electric Resistance EF = _ .88 EF = EF { ' Gas; Natural or L.P. EF = .54 iona In unconditioned space R -6 In conditioned space No minimum Fuel Oil • EF` .' =` Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = Installed % = GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED <<; =, UPTO20% .. ,UP TO30% UPTO40% UPT050 %': :: - Single Double Single . , Double Single Double . Single. c:; .; Double - • OH - • • 'OH -SC.. • . • OH.- SC OH - SC OH - SC OH - SC OH - SC `- OH - 1" 1.0 0"-.86 • - 0" - •• '-.•2' -.1.0 - .8 - .65 ' 1" -.90 0" ' . 3 " -1.0 2 " -.86 1 " - .65 0 . - 45 2 " -.90 1"-.70 0 .50 ' ; 4"-,1.0._;•. 3'- :.86,• . 2 65 • ; ,.1; - , •4t; '0 " -.35 f .3 " -.90 'a ' '. 2 =.70 • _, 1'- .50 '. = : $ 0"- .40 - '. • SHGC or SC may be obtained from the manufacturer. Single clear SC =1.0, double clear SC = .90, and single tint SC = :86. SHGC _ .87=SC • a• REQUIREMENTS FOR ALI. PACKAGES .; :+ '' - '���' ' TABLE 6C-3 MINIMUM COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks - , 606.1: To be caulked, gasketed, weather- stripped or'otherwise sealed. Exterior Windows & Doors 606.1 lylax. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. , .' , .. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). Multi-story Houses • 606.1 : Ai barrier on perimeter of floor between - floors:. • . -; , ∎; - • :.. , • Exhaust Fans 606.1 combustion : . Exhaust fans vented to unconditioned space•shall have dampers, except forl - devices with integral exhaust ductwork. - 1. i - Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, : except for direct vent appliances. - 1 ' h ' Water Heaters • o • , 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. . Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Hot Water Pips, , ,. • , , : 612.1• Insulation is required for hot water circulating systems (including heat recovery units). - Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG: HVAC Duct Construction, Insulation & Installation • 610.1 - • • . All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. \ - HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. • PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDRIO (600 Sq COMPONENT INSULATION . Ft.and Less RENOVATIONS TO EXISTING BUILDINGS AND SITE4NSTALLED COMPONENTS OF MANUFACTURED HOMES. TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR -GLASS AREAS IN ADDITIONS ONLY GENERAL DIRECTIONS: :' ' 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated maybe left blank .. . r / / / i •• %, , - ' ' 2. ADDITIONS ONLY." Detemtine the percentage of new glass to condemned floor area in the addition as follows. Total the areas of all glass windows( Slung glass door and glass door panels Double the area of all non- vertical roof glass and ads Lit to the previoustotal. When glass in existing exterior walls is being removed or endosed by the addition, an amount egtial to the iota' afea of the glas s may be subtracted from the total glass area Divide the adysted glass area total by the condtioned floor area of the addition. Muttipy by 100 to get the percent Find the largest glass percentage under Which your calculated Cage falls on Table 6C-2. Prescdptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). Fora given glass type and overhang, the mirmru m shading coefficient allowed is specified Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and shading coo:Siert iegiatementspn Tate 6C AD new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated The overhang (OH) distance is measured peritendculady from the face of the gtassto a pardduecly under to outermost edge of the overhang. ' 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient maybe used for glass areas which are urhdelat least a twoloot overhang and wlsse boast edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double-pane dear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. • • , • I ,� > , h i } • t Complete the information requested on the hat of 1 ` ?` : I . % L a, r t . • v + / L ! + L t , ,L S. Cam d top Page r h rh a ,': °,.� 6. Read Vinimum Requirements for Surat Addsiorns and Renovations'. Tate 6C-3, check all apptcate items h 7. Read, sign and date the'Owner/Agent certification statement on page 1. h r y. 1i r, r r r -2- Climate Zones 78 9 h -,.h• • • • 6. 1 g• j4c GO L. I r4,1, Val-ff nal it'4145H Af)1 II c Pa4iaNe2 :465 silz4otugrs ta:41N5e—r I 1 /('2.) 9 te2r eartte,,-- 1 4 st 12 e. 48 114 H PMU-- iHI *1-1• t-1"-te.44- / 0 • • 1141 orr-ri Ha. 1 -- Nog 11L Ft4P0FL Fi4141 0 1 / .0idooFt• . 1 1 -ixre=.14 Ha. iirt 47/4 Mer.6.144upe- rE-61P imtkrc.14 W" a 13 Scale Drawn Job Date Sheet "V? • I Sheet 36 MTMT SHORES G DEPARTMENT EU R T_I�INCs AND ZONING D°.?'I".'EN_ 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 75..- 8972 BUILDING PERMIT/CONTRACTORS REGISTRATION CHECCLIST Copy of STATE OF FLORIDA CERTIFICATION (DPER) or. STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) . Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt State of Florida LES Form BC4 -204, Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED CKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). G+' Two sets of plans /drawings signed and sealed by r egistered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address Amended plans, in addition to the above, must also include the permit number. l/ Structural Calculations signed and sealed by architect or engineer when applicable. Current survey, of the property. ica gned an ed by S •-yor. V / Two sets of energy calculations. ( 4 /l"" 5-Q41 Two sets of signed & sealed Truss Plans (Engineer). DADE County or State o F orida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. 7 - Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM Warranty Deed or Other Proof of Ownership if necessary. b Review fee Flood Elevation ATTN: Mr. McCloskey ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMISTS DRILLING- ENVIRONMENTAL SERVICES Miami, April 16, 1999 Bob McCloskey 350 N.E. 92 Street Miami Shores, Florida 33138 RE: Dear Sir: Subsurface Investigation for proposed addition to Existing structure located at 350 N.E. 92 Street Miami Shores, Florida 33138 Pursuant to your authorization, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., conducted a sub - surface investigation at the above referenced project. The investigation was performed on April 5, 1999. The purpose of the investigation was to develop information about the site and the subsurface conditions existing in the proposed building locations in order to evaluate site preparation procedures and foundation design criteria. To achieve the desired objective two (2) standard penetration test borings were performed and the Togs are enclosed in this report. TEST METHOD The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil sample. The numbers of blows required for one (1) foot penetration of the sampler is designated as °N° (Known as the standard penetration resistance value). The °N° Value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between °N° and the relative density or consistency of soils. 25 East 4 Street I Hialeah Florida 33010 P.O. BOX 661 Hialeah Florida 33010 ! Phone # (305) 888 -3371 FAX: (305) 888 -7443 Page Two April 16, 1999 This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sample procedure was used. Therefore, the samples were taken at intervals of two (2) feet, or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring Togs. The results of the field penetration tests are presented in the boring Togs in numerical forms. The average ground water level at the site was found at seven (7) feet six (6) inches below the existing surface (see boring logs). Fluctuation in the observed groundwater level should be expected due to seasonal climatic changes, rainfall variation, surface water run -off and other specific factors related to site in question. FOUNDATION RECOMMENDATIONS: Our recommendations are based on the information as provided from the client as to the type of structure planned and on our subsurface investigation performed on thee proposed site. Our recommendations are as follows: 1. Clear new construction area plus 3' -0° outside the perimeter of construction and remove all top soil and unsuitable surface material to the necessary depth. 2. Compact cleared area to a minimum compaction of 98% of the optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density compaction test. The cleared area should be inspected prior to the commencement of the backfilling operation to ensure that all the unsuitable material has been removed 3. Backfill cleared area plus 3' -0° outside the perimeter of the structure to required elevation with a clean mixture of sand, lime rock and lime sand fill (or approved fill material) in compacted layers not to exceed 12" in thickness. Compact each layer to a minimum of 98% of optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density tests, especially by the footing area. 4. Excavate footing trenches to the required depth from the ground elevation. 5. Compact the bottom of the footing trench to a minimum compaction of 98% of the optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density compaction tests. Page Three April 16, 1999 DESIGN RECOMMENDATION: The above foundation recommendations having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe bearing capacity not to exceed 2500 pounds per square foot. The use of spread footings and single column pad is suggested. A monolithic slab foundation system may also be adopted. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those reported at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.I is not responsible for any subsoil condition different from those reported in our boring logs. This report was prepared exclusively for the use of Bob McCloskey. The conclusion provided by ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. WQ/WW /nt APRIL99-40/42 Sincfrrely Yours, 9 , seem Quadri, P.E.# 51481 Special Inspector (threshold bldgs)#1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. Depth (feet) Description of Materials Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 1 From 0' -0° to 0'- 6 "Top soil Project Proposed Addition ■l Cn Cn Cn CT Cn CT .■ -• CJ CO Cn N B. 1 Address 2 From 0' -6'to 5' -0° Tan medium sugar sand 04/15199 Location 2 Driller 3 4 5 5 6 From 5' -0° to 7' -0° Dark brown medium silica sand 4'6' 7 7 8 From 7' -0° to 15' -0° Tan medium silica sand with 2 9 Coral rock fragments 10 8 11 12 10 13 14 12'14' 11 15 16 End of Boring @ 15' -0° 14'16' 12 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 22'24' 25 Client Bob McCloskey Order No 99 -0198 Address 350 N.E. 92 Street., Miami Shores, Florida 33138 Report No Project Proposed Addition Hole No B. 1 Address 350 N.E. 92 Street., Miami Shores, Florida Date 04/15199 Location 3' -0° S & 3' -0" West of the SE corner of existing house Driller MP & AGILT All State Engineering & Testing Consultants , Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES ENVIRONMENTAL SERVICES 25 East 4 Street., Hialeah Florida 373 water level : at Del su ace date 04/15/99 TEST BORINGS As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval WASEEM QUADRI, P.E #51481 if ' Threshold Bldg#1154 Depth (feet) Description of Materials Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 1 From 0' -0° to 0' -3° Top soil Project Proposed Addition .--- r) Lc) Cr) T— N N ti CO co r- co Q) B 2 Address 2 From 0' -3 to 6' -0° Tan medium sugar sand 04/15/99 Location 2 Driller 3 4 6 5 6 9 7 From 6' -0° to 10' -0° Dark brown medium silica sand 8 2 9 10 4 11 From 10' -0 to 16' -0° Tan medium silica sand with 12 Coral rock fragments 14 13 CO 14 12'14' 16 15 16 End of Boring @ 16' -0° 14'16' 16 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 22'24' 25 Client Bob McCloskey Order No 99 -0198 Address 350 N.E. 92 Street., Miami Shores, Florida 33138 Report No Project Proposed Addition Hole No B 2 Address 350 N.E. 92 Street., Miami Shores, Florida Date 04/15/99 Location 17' -0° W & 2' -0° South of the SE corner of Driller MP & AG/LT All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES - ENGINEERS - INSPECTION SERVICES ENVIRONMENTAL SERVICES 25 East 4 Street., Hialeah Florida 33010 Tel : (305) — 888-3373 TEST BORINGS water level : at below surface date 04/15/99 V 9 ', WASEEM QUADRI, P.E #51481 Threshold B1dg#1154 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval ata • Y U • V)a.0 0 Vt z U K U • Z z O • 7 ir LL • fi d o u z fy cn Ed ea Ez u v a i e. z .t' Vi r-t . = 4.3 •E• • 5 0 - -,.. - a 4l b. CG 2 5 4 as ( ax E - 00- U :•1 C Z L Z ac CC a5 2 It. Ca 5 U ..2 — r J ". 2 4.1. F en ed 2 en - fee MO! be Odanand none eon e,m are nor scan., t , :re area 1 0 1 3 . 1 0 0 v !turd n me pubic Reaam al m. cosvy - bamrafbn aeAR61RACi OF RUE we rove to be roma.:0 asaare , eco ec 4wirtrrer4s. i(r Vafeecanppraprly. 3 - ttaaneert one IA.MMmon of Mere aro. de sown et =ca..7anc.'.rNt A.acNea s. Oon..w.p a 0 . $ to CpeRON Of ntlf. ?roe W S.rer i30VSM4f Lover y- n::.S.y..y not raid ,Weer oared ma Noma t e* .W.o. U ?•cn,d. - 3 .5ndi tee:. *.33*, ban averred rat. or larta Ida beard a bedded wl$ neee ptar af:ema • ileranora a fu.+n oe rearmed to r.O4P3 Gecclo •c •ae.c. _see J Las ::ea level ire :s•m Moe c C �J!±bl�t1UEF+'ZdY t qnd Mesiired =75. 19. 17.00 t O o 0 . Cana.te tat• Concrete 23 Porl:woy El 5-2 'Raa Flit co I u O / Record __d h 7e tuna. i 1. ?to tire I.D 0,3 +vt..r. NwEL?r IPkNrEr.. Ved€e15:FF:x CvMC wectI - aa-rYE ^ •5 -2 109_, . - - r Y� o 2 • '. FCAI as -S.. J'D!Irtl' %at 300 All AMENDED r'LAT OF .ATM.? elemn:1AV to foe Hat memo* o Recorder m Rot S of tb0e 70 of the P,oic Recorbd DAnR County. Pcrioa ROBERT J. MCCLOSKEY, Ja. AND RATHL2E4 A.F. .icC1.0Sk1EY .i10 NE 9211 St., ,itami Shores, :L 33138 mat tae survey of •*e °Dave oaPaoned CYCOady was mr.Deted undo( •rry c.Qeeveton QX1•• direction. to me oea d ref cta leaps and baler:. 'his survey sneers or entooe0 less 1tllm.m iecsyscdi St?rclods set ey 77o Fiord° Boors d Lord Awards n Ctwpter 61 G .rcrnnaTanva Coo°. :v:rtuont to Sean+ 427 a27. Portia sonsee, -F;EBY C 1rre :4H.r / T.1 7 ... 'li is RFV SEC 12883 SAN. Sala St. SCALc i 20. DATE 11-16-98 16 17 ; 19 19 `- k:L00 1 60.00 1. 50.00' f so•w' 150 :ad 5o.oa s0.oc . • Scale: I =)00 THE EAST 45 FEET OF LOT 7 AND THE WEST 30 FEET OF LOT 6, IN 3L0C3 49. OF SKETCH OF SURVEY S':0972.3 19 • Waldo P. Rsei ?epeeered land Slate at Rotted c DELTA SURVEYORS, INC. .ANO 31QV1sYORS LAW' PLANNEa3 PHONE'. 2219907 AttAM. ELORICA - AiP40V :0 BY. CRAWN6Y' J.P. F9. 190 PG` 15 C2AVfING NUMBER 98 -8 O O CO (0 L O 0 cD N N TYPE 01? REVIEW: 5 ra,( CODE SECTION PLANS EXAMINATION SHEET JOB SITE: / GClo54"y 5'0 icJE q2 S�• PAGE LOCATION COMMENTS �oW v-J .JJ DATE : OCAt BY: 52e, 512 W relak«.fhi p or eleven i v1/4 m yaea/ h {v ex is /. 170-0 r: 15 exi 7l %d r R -a 44 ed. to - spa c ? If so c-1.4.1.- y r e� 1Z p�^ ate co444 44 all r ( 1C0 d.6 l 0 lave' j / $ - /.e eed "5 &I ve ce pie ie re ;vfor&i-n ro-r Tie' be, i why n 41 Se ,e 1 * Erna. -5 S 0- 1 4 f x; 5 1 l ook. w al[ (Ys lead d¢ 1:7u2 4145 a: 04 es.4-1 c Fra'i e r ;et wa-I1 7 714. e loads 9 " t f-4.e 54 e. cot( oota 1 4.-5 de l la deed &c ve colezda ► 4- ti's - kola ( r/ Mas -74 K wa/1AS I1 / 0 cw r f ' O7 ; 3 . I ✓, f amt C' e reia- -Ze c r-seS . e-• 2704• (0) J MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE MBTRO.I7ADB PLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375 -2908 Caradco Windows & Doors CONTRACTOR LICENSING SECTION 201 Evans Drive (305) 375 -2527 FAX (305) 375 -2558 Rantoul IL 61866 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL, DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 "Car Clad" Aluminum Clad Wood Casement Window - Impact & Non Impact Resistant 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1021.04 (Revises No.: 98- 0728.08) Expires:08 /31/2001 THIS IS THE COVERSHEET, 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 Dade County, Florida under the conditions set forth above. Approved:01 /28/1999 Internet mail address: postmaster ®buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office 2. Homepage: http : / /www.buildingcodeonline.com ' Caradco Windows & Doors ACCEPTANCE No.: 98- 1021.04 APPROVED JAN 2 8 i EXPIRES : Auzust 31, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 98- 0728.08, which was issued 09/24/98. It approves a wood casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Car Clad" Aluminum Cladding Wood Casement Window - Impact Resistant and Non - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -76, titled "Car Clad" Wood Casement Window" Sheets 1 through 5 of 5, dated 09/21/98, signed and sealed by Humayoun Farooq, P.E., bearing 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 3.1 This approval applies to single unit applications and side -by -side installations, as shown in approved drawings. 4. INSTALLATION 4.1 The wood casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 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 ". 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 Notice of Acceptance, 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. 2 of 3 Manu erez, P.E. Product Cam. 1 Examiner Produ ontrol Division Caradco Windows & Doors ACCEPTANCE No.: 98- 1021.04 APPROVED EXPIRES : August 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS JAN 2 8 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 Approved ", 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) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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 inspection at the job site at all time. The engineer need not reseal the copies. 8. 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 1, 2 and this last page 3. Manuel Pe z, P.E. Product Contr jf aminer Product C ivision END OF THIS ACCEPTANCE 3 of 3 MIAMI StIORES VILL GE BUILDING DEPARTM 305- 795 -2204 Building Inspection Request Date L 0 , ime Type Insp'n Permit No. L V S G 1 I For Inspector: Approved Correction Phone # 1, l 6 o 4\11 S Re- Insp'n Fee BUILDING ELECTRICAL PLUMBING Architect Contractor or Builder Legal Description n f MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 4132 • Work to be performed under this Permit .+..AP 4, x .- Las. --r ,C,,.. Owner of Building .. !�,. .. 1 Subdi- vision DATE f Contractor's License No. CONTRACTOR OR BUILDER BY AUTHORITY 194 �1 # .... Lot Bl. Address of Value of Amt. of Building 1 1 1 t Project Permit 1 . A J 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 appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th 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 an 1 that he assumes respon- sibility for work done by his agents, servants or employees. Signed: e • -' By INSPECTOR 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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for a work done by either myself, my agent, servant or employee. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE _ 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -22re a , i Y.� % Date s 21 Job Address 3 . r ca /4 Tax Folio SIC ,� Legal Description Historically Designated: Yes Owner /Lessee/Tene Owner's Address 6 id - li Phone (1e P 1 � 1 L Contracting Co. 1 1 L 1 Address 76, 5 6 � Ave Nb t y Qualifier `C ran 1C L OZ4 0 ® 7g- Z 7 / State # Municipal # 30 - 5) S r ✓ # (12 PQOO O / 1ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL ' LUMBING MECHANICAL ROOFING R ei ode I +c her) WORK DESCRIPTION: Square Ft. Estimated Cost (value) 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 ANY 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). 1 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compli regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stat Sign ��,e of owner and/or �a� Sign cure of owner and/or Condo President Date : igna Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT /01_ RADON C.0 APPROVED: Zoning Building Mechanical Master Permit # Date otary as to Cont actor or TeX t rigs° My Commission E xRY PUBLIC STATE OF FLORIDA COMMISSION NO. DD164350 MY COMMISSION EXP. NOV. 12, 2006 NOTARY I app 2 ZOOS all a b1e laws Date ��11 BOND TOTAL DUE 1) )_ Electrical Plumbing Structural Engineer =N APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. DBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) EV TH BB CET SHWASF1ER S?OSAL .00R GRAIN EASE TRAP fTERCEPTCR ;VATCRY :UNDRY TRAY OMER I NX. SLOP UINAL ;TER CLOSET A/C UNIT ILITY -SEWER 11. ITY -WATER : ?TIC TANK :LAY ,TCH BAS IN EA GRAIN CF INLET PLUMBING LINKING FOUNTAIN .OTHES WASHER NK, POT /3 COMP. INX. RESI0E10E E WATER CLOSET ' WASTES ;TER SUPPLY T0: FIRE SPRINKLER LEATER -NEW .INST HEATER- REPLACE LAWN SPRINKLER -WELL SW I 4.1 ING P03. WATER SERVICE :TER CONNECTIONS AINFIELO, 4' TILE/RES. MP & ABANOON SEPTIC TANK AXAGE PIT C.1. FT. SQURGE HELL 4ESTIC WELL L WATER HEATER E STANCPIPE DL PIPING n'I SPRINKLER SYSTEM S RANGE TER SET (GAS) PIPING , C41 - 1 eaPre,01 UNIT z FEE 1 T SW I TG' 1 OUTLETS L I CHI OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 FP MOTORS OVER 1- 3 FP MOTORS OVER 3- 5 FP V, MOTORS OVER 5- 8 FP M3TCRS OVER 8- 10 IP MOTCRS OVER 10- 25 if MOTORS OVER 25-100 FP MOTORS OVER 100 FP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COMRCIAL SIGN TLBES SIGN TRANSFORMERS SIGN TIME CIOCK FIXTURES ANTENNA VIOLATION RE INSPECT ION ELECTRICAL MECHANICAL TELEVISION OUTLETS UNIT FEE ITEM SPACE HEATERS CENTRAL HEATING A/C (WINO) WC (CENTRAL) OUCT WORK REFRIGERATION PROCESS A10 PRESS PIPING UNOERGROUFO TANS ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION RE INSPECTION UNIT FEE MIAMI SHORES VILLAGE BUILDING DEPARTME 305 - 795 -2204 Building Inspection Request 2 Date Type Insp'n Permit No. Name Address Compan Phone # For Inspector: ‘.. 51. (93 Approved Correction Re- Insp'n Fee o 11 0 Time Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/28/2003 Applicant Owner: JOB ADDRESS: 350 Contractor PIPELINE PLUMBING INC Local Phone: 954- 680 -4415 Parcel # 1132060136450 P —OcAs:* 0 I Zo • Total Fees: $5 Total Receipts: $0.00 Permit Status: APPROVED Permi Expiration: 10/25/2003 Construction Value: $1,500.00 Work: REMODEL KITCHEN \. In consideration of : nce 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, • awings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Sign NE 92 (INSPECTOR) Signed: Plumbing Permit Permit Number: PL2003 -111 ST Contractor's Address: DOING BUS IN DADE CO Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W3OFT LOT 6 & E45FT LOT 7 (Contractor or Builder) BY: Permit No Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 nom with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. ) VL 1119 _57 Owner's Name and Address AV CEA/ No. 3 60 Street_.Ll � e2 Registered Architect and /or Engin / .° / /. 4 - i 6 ✓P J M t A Vv% �& €/t r'e ERA:ying NUM Nixie p � ff 7K / � N t �.., , ..:L........ itrsge.�N F 2" Location and Legal Description Loila./ r2_t 46' s -? n Street and Number where work is to he performed —No State work to be performed and purpose of building (By Floors)__._._... �S!��.__..� /i�.. New Building. - - - - -_ _ ... Remodeling —_. —__ Addition -. __._�..__ Repairs Size Septic Tank_._ ...Type of Tanir Feet of Drain Til® _Dist Feet of Tank or Drain Field from Well — ___ -- Nature of Water Supply: City —WeU. � Size of Soakage Pit. 6 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT (Sim) Date..._.. c? _ A SSubdMzloni /) Street..W- tom._ L j p1:7 .. No. of Stories s Amount of Permit a�j (Signed)_ r Plumbing Inspector. 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 5968, Compiled General Laws of Florida Pennanent Supplement, and hav arm- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to by performed under this permit; and will post or cause to be posted' for inspection on the site of the work suc public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be -' • • u . er this permit, as are licensed by Miami Shores Village. Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be did sign the same, and that all facts therein by him stated are true. M Commission Expires Notary Public, State of Florida NOTE: A re inspection fee of $LOO will be aade whim snob sra•isspeolfos Y mad.lmeonsary by Improper motto. for lespection, or faulty materials and /or worl®aaship. CLOSETS BATH TUD• SHOWER LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUSS UR INALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'N• TOTAL PIITURIS CONTD. LIST CHECK _ SEPTIC TANK SEWER comm. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL 6 SYSTEM 6WIM'O POOL CONTD. LIST CHECK Permit No Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 nom with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. ) VL 1119 _57 Owner's Name and Address AV CEA/ No. 3 60 Street_.Ll � e2 Registered Architect and /or Engin / .° / /. 4 - i 6 ✓P J M t A Vv% �& €/t r'e ERA:ying NUM Nixie p � ff 7K / � N t �.., , ..:L........ itrsge.�N F 2" Location and Legal Description Loila./ r2_t 46' s -? n Street and Number where work is to he performed —No State work to be performed and purpose of building (By Floors)__._._... �S!��.__..� /i�.. New Building. - - - - -_ _ ... Remodeling —_. —__ Addition -. __._�..__ Repairs Size Septic Tank_._ ...Type of Tanir Feet of Drain Til® _Dist Feet of Tank or Drain Field from Well — ___ -- Nature of Water Supply: City —WeU. � Size of Soakage Pit. 6 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT (Sim) Date..._.. c? _ A SSubdMzloni /) Street..W- tom._ L j p1:7 .. No. of Stories s Amount of Permit a�j (Signed)_ r Plumbing Inspector. 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 5968, Compiled General Laws of Florida Pennanent Supplement, and hav arm- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to by performed under this permit; and will post or cause to be posted' for inspection on the site of the work suc public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be -' • • u . er this permit, as are licensed by Miami Shores Village. Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be did sign the same, and that all facts therein by him stated are true. M Commission Expires Notary Public, State of Florida NOTE: A re inspection fee of $LOO will be aade whim snob sra•isspeolfos Y mad.lmeonsary by Improper motto. for lespection, or faulty materials and /or worl®aaship. 0)9,, Permit No 9757 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owner's Name and Address V JAY L s � -- - - -- �.----- -• - --- No. 3 S-0 Street-__ r Registered Architect and /or Engineer ..... D �-- - -__ -- / q� Employing Plumber's Name/M 7� LEA f - -- `r / "Kink No... 461 _:6 * Street--_f--k- . i f _- `! v_ Location and Legal Description Lot____._.__._______._.___ — _.— Block Street and Number where work is to be performed —No 3 �o �� s7' Street State work to be performed and purpose of building (By Floors) New Building ___ Remodeling_____ Addition Repairs No. of Stories. Size Septic Tank QQ ___,___Type of Tank Capacity Gals. J Feet of Tank or Drain Field from Well Feet of Drain Tile_ Nature of Water Supply: City —Well -_ Size of Soakage Pit STATE OF FLORIDA, 1 COUNTY OF DADE. j Amount of Permit $ d - r MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT PPLICATION FOR PLUMBING PERMIT (Signed Date 6 5 4 ° Subdivision Plumbing Inspector. - 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 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on •!' to be performed under this permit, as are licensed by Miami Shores Village. My Commission Expires Notary Public, State of Florida aster ` umber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 him stated are true. NOTE: A re- inspection fee of $I.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS O WERS SHOWERS LAVA- TORIES INK6 SINKS SLOP SINKS LAUNDRY TUBE URINALS U CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LILT CHGCK 0)9,, Permit No 9757 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owner's Name and Address V JAY L s � -- - - -- �.----- -• - --- No. 3 S-0 Street-__ r Registered Architect and /or Engineer ..... D �-- - -__ -- / q� Employing Plumber's Name/M 7� LEA f - -- `r / "Kink No... 461 _:6 * Street--_f--k- . i f _- `! v_ Location and Legal Description Lot____._.__._______._.___ — _.— Block Street and Number where work is to be performed —No 3 �o �� s7' Street State work to be performed and purpose of building (By Floors) New Building ___ Remodeling_____ Addition Repairs No. of Stories. Size Septic Tank QQ ___,___Type of Tank Capacity Gals. J Feet of Tank or Drain Field from Well Feet of Drain Tile_ Nature of Water Supply: City —Well -_ Size of Soakage Pit STATE OF FLORIDA, 1 COUNTY OF DADE. j Amount of Permit $ d - r MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT PPLICATION FOR PLUMBING PERMIT (Signed Date 6 5 4 ° Subdivision Plumbing Inspector. - 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 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on •!' to be performed under this permit, as are licensed by Miami Shores Village. My Commission Expires Notary Public, State of Florida aster ` umber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 him stated are true. NOTE: A re- inspection fee of $I.00 will be made when such re- inspection is made•necessary by improper notice for inspection, or faulty materials and /or workmanship. BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date 19 ELECTRICAL PLUMBING ;? PERMIT Np 9757 Contractor's ,r License No ` ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Description 1 Bl Address of Building 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• , / '" (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, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, m},r, agent, servant or employee. CONTRACTOR or BUILDER Subdi- vision Sq Ft. Value of I Amount of - Project $ 11 Permit $ BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date M2* 3- 5' S Job Address 3 -00 N, E • f f1. Tax Folio Legal Description /�� Historically Designated: Yes No " Owner/Lessee / Tenant 46 FAIT /' C- cl o v/t G=am Master Permit # 93'6 71 Owner's Address s r() /U - E , 5 (51/ Phone Contracting Co. 4G UmR Vitt Kt�-� ' i/U C • Address C / O/ E- F/e-10 `A) is m► l'�b ( v Qualifier V t 7 / 4" S Phone 1 l,,r 6 ,",) ,/S ,ry State # Municipal # Competency # .7e710.02,/ Ins. Co. (e'Pf t?Atit*� -6 NJUk tz , Architect/Engineer / fr' '/ Frti6. lot "/C /NG � %a C. Address a / 0 O C"/ . 76 7 ' i ¢ . 7 49 . Bonding Company Address Mortgagor - Address WORK DESCRIPTION j, dcfQ / Permit Type (circle one): its UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN " ,re' SVC‘Osre/ Ar o 0 Estimated Cost (value) A / , A.1S 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. Square Ft. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work •11 be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work s .fed. • ondo f.. T$ " J VILLAR te NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CY714103 commissioN EXP. MAR. 1 Signature of own and/or Condo Presi Q / « � 200Sr e. o — ffy N. as to Con n om,. 1 ac My Commission Expires C.C.F. NOTARY Electrical r or Owner - Builder Date ate Plumbing Structural Engineer • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 99R572728 1999 NOV 09 11:33 /3 - 6�s'o G+'.► ' sit -- -i Sou F S�� � - -i/, 1 /Orc7/_. PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: ei? — Ste 6F A+MctaED 714 OF 44,1pr111 SHo &GS }r Soo , /,fir . c E cr ,,J /- 1 in 2. Description of improvement: 5tgig r1 en/e.i.esdoF fart swout mie, ?ea-. 3. Owner(s) name and address: Zowelet AND k IQ:lGn / M P.dLa5keY 3s'0 NL: fl sr. , At' nMI Siiee6 35138 Interest in property: f) WN �Q Name and address of fee simple titleholder: 4. Contractor's name and address: doh 444YR: Float* 7vo I / 1 7 1 6 1 : Sr , moth/ , !c 33/64 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) spmmm of Owns Print Owners Name 'ac'er f / Sworn to and subscribed before me this /y=' ROAL xott o yS E11L q9 r - Y Gv � � Id /MAW � � 1Q NOTARY AMC STATIC. FLORIDA CO/DIRRIDN Na C0610143 MY COMIOSSloN UP. SIM 16M A___EL _di '41 '5 elAvt . dy- k7L6( 417 4Lumji'asi Osnel$o EC Prepared by : � 9 a f >4 Prr� L� Address: B OF FLORIDA, COUNTY 0" DADE . ..czar CERTIFY 0."of this is o Prue cofag of !ho egino! Nod in This office on `T 1. dey o. . A O 9 W'YNESS my h n.1 •-nd OP'icini Se $ { iVE• RUVIN CLERK, •:6 C` fyCov� PANEL VOLTAGE: 120/240 V. 2PH, 3W. PANEL 'A' (NEW -LOAD CENTER STYLE) M.C.B. : 200 A. M.C.B. BUS RATING: 225 A. AIC RATING: 14K M.L.O.: N/A LOCATION: LIVING ROOM. MOUNTING: FLUSH MTD. CKT N0. IDENTIFICATION LOAD CIRCUIT BREAKER LOAD IDENTIFICATION NO. N0. CHASE (KVA) TRIP POLES POLES TRIP (KVA) CHASE 1 RANGE A 4 50 1 2 / 3.0 A EXISTING WAT. HTR. 2 3 ( B 4 40 3.0 8 1 4 5 EXISTING LTS. & RECEPTS. A .7 15 1 15 .7 A EXISTING LTS. & RECEPTS. 6 7 EXISTING LTS. & RECEPTS. 8 .7 15 1 15 .7 8 EXISTING LTS. & RECEPTS. 8 9 LTS. KITCHEN A .6 15 1 15 .7 A BATHROOM LTS. & RCPTS. 10 11 SMALL APPLIANCES CKT. 8 1.5 20 1 20 1.5 8 SMALL APPLIANCES CKT. 12 13 EXISTING LTS. & RCPTS. A .7 15 1 15 .7 A EXISTING LTS. & RCPTS. 14 15 EXISTING LTS. & RCPTS. B .7 15 1 15 .7 8 EXISTING. LTS & RCPTS. 16 17 REFRIG. A 1.3 20 2 3.7 A EXISTING A C UNIT 18 19 DISHWASHER B 1.5 20 �� 50 3.7 B 20 21 PRYER A 2.5 30 I 1 15 .7 A 'EXISTING LTS. & RCPTS. 22 23 1 B 2.5 2 I X X B SPACE 24 25 WASH. MACHINE A 1.5 20 1 X X A X 26 27 SPARE B 20 1 X X 8 X 28 29 A 40 1 X X A X 30 31 B Y0 1 X X 8 X 32 33 A 8 26 20 1 1 X X X X A 8 X X 34 36 35 38 40 42 TOTALS: 21.7 19.1 TOTAL KVA PHASE A: 20.8 TOTAL CONNECTED KVA: 40.8 TOTAL KVA PHASE 8: 20.0 TOTAL DEMAND KVA: 25.6 TOTAL DEMAND AMPS: 106.7 AMPS • • NEW PANEL 'A' ,,,virtu wt. DINING ROOM, f 3 ¢3/0 - 2'C. + 1 j6 GND. 3/4' 0 C.W.P. PARTI n L rll eft r / CU. GND. 200 CL MTR. NEMA 3R 2/200 A DISC. BKR. MIN. 6' APART AERIAL SERVICE BY FPL NOTE SERVICE ENTRANCE WEATHER HEAD SHALL BE MOUNTED TO PROVIDE AT LEAST 10 FT. CLEARANCE FROM GRADE LEVEL TO ENTRANCE WIRES. 3 #3/0 - 2'C. 3/4'0 x 10' L COOPER CLAD GROUND BAR. I. ,; %ID BY BATE ; TI!RAL p, Q ' i 1E;;HAMCAL C 00FING �BLDG. OFFICIAL M � SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY , AAM1II SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB i,:&iTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING �,.� nruae�n in�u[4uc� AD MAY QDCPIGIC®I IV INDICATED HEREIN. MEN SNORES VBILLAGE 1• CUSTOM ALUMINUM & SCREEN CORP. l 8Q EAST 47th STREET HIALEAH, FLORIDA 3$013 • JORGE PINATA- CC #958S00291 OCTOBER 27, 1999 To whom it may concern; METRO DADE BUILDING & ZONING 111 N.W. 1st. STREET MIAMI, FLORIDA DB *657--4108 This is to inform. you that "Custom Aluminum & Screen" has been recently awarded DADE COUNTY PRODUCT APPROVAL on Screen Enclosures. No. 99-0525.07 I, Jorge Amaya authorize ALUMINUM EXPRESS to use this Product Approval for the construction. of Screen Enclosures in Dade. County. 350 N.E. 92nd. ST. NO, MIAMI, FLORIDA Please be informed, however, that Custom Aluminum and Screen,$.11 not assume any responsibility for any 4dreen Enclosure installed by others. For further information, please call Beeper# 657 -4108 ' MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Custom Aluminum & Screen Corporation 15842 S.W. 150 Ct. Miami FL 33187 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Framed Screen Enclosure 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0525.07 Expires:06 /13/2002 THIS IS THE COVERSHEET, 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 Dade County, Florida under the conditions set forth above. Approved: 08 /05/1999 1 of 3 Liternet mail address: postmasterQhuildingcodeonline .con► MIAMI -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 Raul Rodriguez Chief Product Control Division Iznik rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com P Custom Aluminum & Screen Corporation ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 99- 0525.07 AUG 0 5 1999 06/13/2002 1. SCOPE This renews the Notice of Acceptance No. 95- 1024.01, which was issued on June 13, 1996. It approves an Aluminum Framed Screen Enclosure, as described in Section 2 of this Notice of Acceptance, 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 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Framed Screen Enclosure and its components shall be constructed in strict compliance with the following documents: Drawing No. 3122 titled "Custom Aluminum & Screen ", prepared by Ramms Engineering, Inc., dated October 23, 1995, last revised on May 17, 1996, sheets 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 All permanent set components, included but not limited to embedded anchor bolts, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved," shall be attached to the bottom of each chair rail. 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 Notice of Acceptance, 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. (-1 hf/Z/i/- Helmy A. akar, P.E.- Product Control Examiner Product Control Division 2 of 3 Custom Aluminum & Screen Corporation ACCEPTANCE No. : 99-0525.07 APPROVED AUG p 5 1999 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 06/13/2002 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 Approved ", 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. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse 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 inspection at the job site at all time. The engineer needs not reseal the copies. 8. 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy Al akar, P.E.- Product Control Examiner Product Control Division 3 of 3 • • NON- COASTAL ZONE ( ASCE - 7:88 ) BEAM AND COLUMN SCHEDULE SIZE ' T1 2 TYPE • MAX. BEAM SPANS AT GIVEN. SPACINGS • PURLIN 5 ' 5' 6'-0' 6 ' -6 ' 7'-0' 7 8 '-0' SPACING TYP. CROSS , 2 X 4 2 X 5 2 X 6 2 X 6 2X 7 2 7 .055 .062 .120 .120 .130 .120 .055 • SNAP .062 SNAP .055 .062 LAP SNAP LAP SNAP SNAP LAP 9 12' 14'-3' 15*- 1 19.-10" i•-s• 13' -9' 14'-?' 19*-3" 19' -4 22'- 20' -r 9'-0' 11'-9' 13'-4' 8'-9' 11' -5' 13'-0' 18•-2• ter-r 21.-4r i •-i• 8'-7' la.-8' 1T-9 1T-10" 20' -d' 1W-3' 8'-4' 8' -2' 10'-II' 10*-8' 12'-S' 13•-2" 7'- 4' - 17' -5" 2 0' -1" 23' 25' 26'-2' 12'72' 12-10" 16' -?' 17'- 1' 19'-r 17•-ir 23'-2' 24 I-6' 24* 72' 84' 84' 84' 84' 84' 84' 84' Sol Bm. Box Elm: Box 8m. Box Brn. Box Bm. Box Bm. Box Bm. Box Elm. Box Bm. Box Bm. Box Bm. Box Bm. Box Bm. Box Bm. HARK Box CoL Box Co!. Box Col. 2 X 4 Box Col. Box CoL Box CoL Box CoL CLEAR SPAN IT 2 X 6 CARRY BEAM T(•eb) .062' Wlange) .120' IV- 0' 12'- 0' 14*- 0' 14.- 0' 2 x 2 .055 .055 'FELLOW '6' -II' 2 X 8 2X8 2X 2 X 9 2 X 2 SIZE 2 3 2X 4 2 x 5 . 2 X 6 2 X 7 2 X 7 .224 .224 .2.24 .320 PURUN TABLE .055 2X 3 .055 Ti .055 .062 .140" .150 .280 .072 . .082 .072 .082 MAX SPAN OF SCREEN ENCLOSURE 34' -3' 25'-5 16*-6' I0 LAP 28'-8' LAP 29'-O' LAP 31'-S LAP 34'-3' 6'-9' 27" -9' 30 33' -3' 1 6*-7' 6-4' 6' 27*-T 29 ' -3 32*-3' 26'-3' 26' -?' 28'-1' 3v-s 30'-8' 6*-1* 72' 30'-0' 29*-4' HEAVY UNE INDICATES MAMMUU SPAN FOR 4 CUTTER or BRACKET. NO UlAIT TO 5' CUTTER BRACKET .055 HOLLOW UAMUUW SPAN 7'- 0' AS PURUN AND CHAIRRAJL, 84' .055 HOLLOW LIAMIJUI! SPAN 8'- 0' AS PURUN AND CKHRRAIL NOTE. MAXIMUM SPACING OF PURLINS . 84'. MAXIMUM AREA IN ANY PANEL = 56 SO. FT. ummuUU SPACING OF 2X2 CHMRRAILS - ur AVC. UAXIUUU SPACING OF 3X2 CHMRRAILS - 7r AV. SPANS SHOWN ABOVE ARE CLEAR SPANS. e MAY BE ADDED TO EACH SPAN SHOWN. T2 .055 .062 .120 .055 .120 . 062 .062 .062 .070 TYPE SNAP SNAP LAP LAP LAP SNAP LAP 16 • - 0' CLEAR SPAN IT 2 X 7 CARRY BEAM TL•eb) • .070' TCrlange) .280' 14'- 0' 113'- 0' 20'- 0' MAX. COLUMN HEIGHTS AT GIVEN SPACINGS 5'-0' 5' 6' 6'-6' 5'-11' 9*-2' 8'-4' 11'-1' I3•-4' 15'-10' 16'-6' 22'-0' 10'-1' I0'-7' 12'-9' 15 21' -4' 12'-2' 15'-l' 20'-9' CARRY BEAM •TABLE MAX. SPAN CF SCREEN ENCLOSURE 34' -3' - 33' -6' 24'- *6'-S' 6' -6' 5'-8* 8' -0' 9'-8' 1I'-9 • 13*-10' 14'-5' 20' -I' .140TE S/ 1) ROOF AND SIDES SHALL BE COVERED V1TH SCREEN CLOTH BEING 60X OPEN CR GREATER OHLY. 2) THE EXISTING STRUCTURE MUST BC CAPABLE LT SUPPORTING THE LOADED SCREEN ENCLOSURE. 3) METAL STRUCTURES VITHIN 5 FT. or SVIMMING Pais HAU- BE GROUNDED PR N.E.C. 680-22 4) ANCHORS TO CONCRETE AND MASONRY FILLED WITH CONCRETE SHALL BE 3/ex 3' ANCHORS UNLESS OTFCRVISE SPECIFIED. 5)MAXIMUM COLUMN HEIGHTS ARE BASED ON MAXIMUM BEAM SIZE USED MAXIMUM BEAM SIZE USED IS 2'% 9' WITH 29' -4' SPAN ON 8'-O' CENTERS. 7' 5'-6' 7*-9' 9' - 4 ' 11•-4' 13'-4' 19' -4' 7' -6' 5 7•-5' 9'-O' 10'-18' 12' -II' 13'-6'. 18'-B' B'-0' 5'-1' 7 ' -3 ' 10'-7! 12'-6' 13' - 0 ' 18'-1' Dcriscr ICH LIMITATICN. CMNRRAIL SPACING TEST LOAD UP 3. rEIVN 78' 78' 78• . 78' 78' 78' 78' 2 0 • X < N X .055' ASCE 7-88 SECTIONS SNAP BEAM T-1 T-2 LAP-BEAM 2 X 2 PURUN 1 X 2 PATIO i 1 DESIGN CRITERIA/ SOUTH FLORIDA BUILDING CODE y_BAS DESIGN VIND LOAD IN L OUT ------- 19.6 PSF TEST LOAD VIND IN 1. PSF ROOF LIVE LOAD UP 1. DOWN 10.6 PS/ 15.9 PS/ /80 ALmmINum ALLOY 6063-16 �&C77 OTHERwISE sPeccria. • 1 1/4'x 1 1/4": 1/8' DIAGONAL WINO BRACING. SPECIAL U-BRACKET 90 U-BRACKET UAY BE USED IF PROPERLY pownorom 1/4" RADIIAS SPECIAL U - BRACKET TVOCK WITH 1/4' RADIUS USE 3/16'x 5'31 (DEPTH OF BEAU) PLATES ON ALL INTERIOR ROOF BRACES WHERE INTERIOR SPUCE PLATES DO NOT EXIST. CORNER ROOF BRACE DETAIL 2X2X1/4' STRUCTURAL ANGLES V/ 1/4' THRUBOLTS AND 3/8"x 3' ANCHORS AT EACH COLUMN. USE 1/4' ANCHORS BETWEEN COLUMNS ON 24' • CENTERS. #14 X 1' SUS MAY BE USED IN PLACE OF THRUBOLTS. 4' THICK CONCRETE SLAB W/6x6. W1.4 x W1.4 WELDED WIRE MESH. -±- 4' 1 ROOF BRACING LAYOUT 1_8-1 . 1_6-1 MIN. B'X 8' CONTINUOUS FOOTING V/ 2 05 DETAIL OF ANCHORING TO FOOTING , ANCHOR BOLTS TO EXTEND 1 1/2' BEYOND CHATT. OR BRICK PAVEMENT SURFACES NOTE: COLUMNS ALONG END WALLS VHEN USING REOU1RE ONE PAIR OF 2X2X1/8' ANGLES 'UNLESS COLUMNS ARE 2X5 OR GREATER. THEN .TVO PAIR OF ANGLES ARE REQUIRED. REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF FOR CONSTRUCTION OR ANY OTHER USE SHALL ONLY BE DONE BY RAMUS ENGINEERING. INC. " • • • 4 4 USE 3/16'x 5'x OEM OF BEAM) PLATES ON ALL INTERIOR ROOF BRACES WHERE INTIXOR SPUCE PLATES DO NOT EMT. 3/ter PLATE OR AAGLE TR'S LCCATIOH. 1 1/4"x 1 1/4'x 1/0' DIAGONAL WIND BRACING. THIS UDJBER IS TO BE USED FOR ALL ROOF BRACING. 4 1/2" 4. ANGLES, 1/4'X 3' ANCHORS ilo X 1 1/2e sus. 2 EACH SIDE OF COLUUU. PLACED INTERNALLY. MAY BE USED. 1 BOX COLUMN 1/4'x 3' 1 / MAY BE USED AS FOLLOWS: 2 FOR UP TO I 2 -0' SPAN. 4 FOR UP TO 24 '-0' SPAN. AT EACH COLUMN. AND 20' ON CENTER BETWEEN COLUMNS. USE 2X2X1/8' ANGLES FOR SPANS UNDER 18'. FOR SPANS OVER 18'. 4 - 2X2X1/8' BASE ANGLES MAY BE USED AS SHOWN IN PLACE OF 2 - 1/4' ANGLES ON COLUMNS SUPPORTING BEAMS. APPROVED AS COMPLYING WITH T SOUTH FLORIDA BUILDING CODE' ' DAT _19 BY PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFI ACCEPTANCE K95 ROBERT S. UONSOUR FOR EACH SUBMITTAL: 4.0 THIS PLAN IS INVAUD UNLESS S/GNED Ji.40 SEALED BY . • 4 w 8 • resxr • 061".roVr 10,1Y/95 mr1731. • 1r22° • " 3 .11•••• .111 ::'!"F■tth - vaeve:zoiwrastmirit 4tis • , - - 'XVW .09 9 X2' 'X AC (OPTIONAL)�N 2'x2' CHAIR RAIL War • /F 1414116 f 1 sr. z 72 ' 8. 9' AND 10' BEAMS. c7 C 00 C A A �o Z 0 ° o If CHANNEL V/ 1/4' THRU BOLTS BOX COLUMN 0 • TOP VIEV Or K' BRACE Coa+EC T1ON 2X2 PURL IN 1X2 PATIO 9• 6" BOX—BEAM 0 o z Q 2 Q I O 0 0 0 0 o II { typiic - a - l typical 7" BOX BEAM 8" BOX BEAM O 0 O BOX COLUMN ( 2X5 AND 2X6 BOX BEAMS ) USE 1 /8'X 2'X W STRAPS WITH 6 114 SMS TOTAL ( 3 EACH SIDE OF SPUCE ) ( 2X7. 2X8. 2X9 AND 2X10 BOX BEAMS ) USE 1 /B'X 2"X 1r STRAPS WITH 14 /14 SMS TOTAL ( 7 EACH SIDE OF SPUCE ) 3/16' X 1 1/4' STRAPS MAY BE USED •, IN PLACE OF 2 ' STRAPS. 0 0 0 0 0 0 0 0 O 0 22 typical 9' U La _C3 U o 9" BOX BEAM c4 O 0 0 O 2X2 CHANEL V/ 1/4' THRU BOLTS /4' THRU BOLTS K — BRACE DETAILS REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF Mfg—CONSTRUCT/ON OR ANY OTHER USE SHALL ONLY BE DONE BY RA11OS ENGINEERING, INC. ,• 2 ALL PLATES 3/16' PLATES VITH 114 SHS AS SHOWN CUT PLATES TO FIT INSIDE OF BOX BEAMS AS SHOWN ON DETAIL V ARES VARIES MANSARD BOX BEAM SPLICE DETAIL BOX COLUMN 2 2 typical 10" BOX BEAM 1/4' THRUBOLTS 3/16' PLATES TO REINFORCE Box COIii 4N AT. BRACES. 3' 4' ■ 2' NOM. FASCIA TYPICAL ELEVATION U-CHA•EL (OP T I OVAL / 1/4' MAN. THICKNESS NOTE( 1 X216" ANGLE 10" LONG AT EACH SCREEN ROOF BEAM 4" BOX BEAM OHOCATES r rx 1 /8' ANGLES C LONG WITH /I4 X 1 1/2' SMS NHTO TRUSSES AND — 114 X r SUS INTO FASCIAS. 1'X SX 3/16 ANGLE. T LONG WITH 3 -1/4' THRUBOLTS TO COLUUN. TIP VIEV OF 'K' BRACE . CONNECTION I_ 3 t)1 typicd r—{ 5" BOX BEAM 2'X2'XI /8'ANGLE VI TH 2 010 S.M.S. IN EACH LEG Bast ANGLES MIN rX 2"X 1/8' LARGER PLATES MAY BE USED 1F REQUIRED. END WALL POST SPECUI. Z Bt &OCET T Loma AT EACH ALUUINUU RAFTER FASTENED TO 'ASCU. rmt . V/ 3 5/16'x 3' LAGS nes PLAN IS iii UNLESS SICNED.A 10, SEALED BY ROBERT S. MONSOUR FOR EACH SUBMITTAL _ 12' VIDE PANEL 2X2 ROOF MEMBERS. 1X2MEMBER END WALL COLUMN DETAIL • BOX BEAM 110 S.M.S. THRU TVO /4' THRU BOLTS BRACE 1X2 COLUMN 2'X3'X1/8' ANGLE ON EACH SIDE STRUCTURAL GUTTER DETAIL 1'X2 - 1/2'X1/16' COVER PLATE WITH /10 5145 /10 X 1 1/2" SUS OVERLAP BEAM 111 COL104N AND FASTEN NTTH 3 /14 SMS EACH SIDE AS S10VN. USE 4 /14 SMS FCR 1302 L 902 BOX BEAMS ) r 2'X .3/16' ANGLES • 2' NOM. FASCIA ALTERNATE BRACE DETAILS BEAM CONNECTION USE rX rX 3/16' ANGLES VITH TVO 1/4' THRU BOLTS I. TVO 3/8' LAGS TO FASCIA 114 SMS AS SHOWN 31 /2'X6'X1 /8'PLATES OR 4 114 SMS 1/4' THRU BOLTS STRUCTURAL GUTTER BEAM TVO 1/4' THRU BOLTS V/ VASHERS 2X2X1/8' ANGLE V/ 114 SHS 7 AND 3/6x 3' ANCHORS TYPICAL. EACH CORNER 2X2 SNAP AND 1X2 SNAP. CORNER DETAIL eX2'Xl /8'ANGLE WITH 2 /14 SUS IN EACH LEG BEAM TO COLUMN BOX BEAM f 14 SMS MAY BE USED IN PLACE OF 1/4' THRUBOLTS ALTERNATE 1 FASCIA WITH 2" SUB FASCIA. 1/4' THR080LTS AS SHOWN. CTAUN CONNECTION 5/16'X ' LAGS 4 AT EACH BEAU AND 12' OZ. STAGGERED 2'X rX 3/16' ANGLE 3' LONG V/ 1/4' THRU BOLTS AS SHOWN. FOR CABLE BRACING AND S GUTTER DETAILS SEE SHEET /3. 3"X 4'X 1/8' PLATES WITH 4 114 SMS AS SHOWN. CONTINUOUS 182 MEMBER rani /14 X 1 1/2" SUS 24' O.C. ALONG GUTTER 2' FlJit FASCIA SPECUIL Z BRACKET T LANG AT EACH ALUMINUM RAFTER FASTENED TO FASCU WITH 3 5 /16"X S ucS FASTTN CUTTER BETYEDI B(A r/ t /4'X 2 1/2' LAGS 24' oz. CONTINUOUS DIVERTER (optional) 2X2 WaCA1TS 3/8'X 6 LAGS AT EACH BEAU CBS WALL BOX BEAM DETAILS 2X2X1i B' ANGLES DOUBLE 202 WITH 3/8 X 6" LAGS, 2 AT EA. COL AND AT 24' 1'X2- 1/2'X1/16' COVER PLATE N1TH /10 SIAS. 410 X 1 1/2' SUS. EXTRUDED GUTTER r i l eatiF o RUDED GUTTER A BEAM CONNECTION COVER PLATE rani USE r Yx 3/16' ANGLES WITH 3/8' LAOS TO FASCIA AND 1/4' THRUBOLTS TO BEAU. MAX. 4' WIDE GUTTER MAY BE USED AS SHOWN ON BEAU TABLE SHEET /1 ( MAX. LOAD - 1100/ ) 110 SUS. BOX BEAM 2' FILLER BLOCK 1'X SX 1/6 OR 1•x TX 1 /8' COWTINUOUS ANGLE WITH 1/4' THRUBOLTS AS SHOWN. CONTINUOUS 1X2 2x2x3/16 ANGLES W/ 1 /4'x 3 ' ANCHORS AND /14 SMS. USE 3/8' ANCHORS FOR 2x7 ANO GREATER BEAMS. 2'X2'X1 /8'ANGLE VITH 2 114 SMS TO THE COLUMN AND 1/4'X 3' ANCHORS PORCH DETAILS. COLUMN 1 FASCIA CONNECTION i 010 SMS 24' 0.C. TIP AND BOTTOM SPECIAL 2 BRACKET r LONG. 4' WIDE CUTTERS ONLY. \\ I 7.75 .15 FOR DOMES INDICATES 3 /8'X IF LAG AT EACH BEAU LOCATI01 CAULK EA. LAG GUTTER BRACE DETAIL 2 - 010 X 1 1/2' SMS EACH PLRLIN 2x2 PURLINS w 5 - 1/16' U CLIPS VITH 010 X 1' SMS AS SHOVN PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COTE DAT k) : 1 ? 19 BY PRODUCT CON OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR C Il)Z4 - ar • • RSM Mo mo ntour 10 /? ?7/95 no Seo4 3122 MST 2 Custom Aluminum 4 Screen PRODUCT RENEWED 68.0 EAST 4 STREET 6' SUPER BRACKET VITH (4) 3/8' X 2 1/2' LAG BOLTS TD FASCIA 4" Z- BRACKET - #14&MS #12SMS #10SMS 1 5f 1875 ALTERNATE GUTTER SIZE. 4. 825" 4.700 ALTERNATE S MAY � KAINT L' 2' � DISTANCE. 1/8' STAN.ESS STEEL CA STEEL STAD&ESS ST CABLE D UQ .DOUBLE CRESSIL)N SLEEVES. • 1/8' ANGLE BRACKET VITH (9) 114 X 3/4' SIC f VALL MEMBERS FASTEN SUPER GUTTER TD THE HOST STRUCTURE VITH I/4'x 2 1/2' LAGS 20' D.C. V/ 1 I/2' MINIMUM D(BEIW.HT. 6' SUPER BRACKET VITH (4) 3/8' X 2 1/2' LAG BOLTS TD FASCIA - 2' FOCHAL FASCIA TEP RAIL` 3' AS.Tx A -36 STEEL CLIP VITH (2) 3/8'X 3' HILTI SLEEVE ANC/-ERS TO CONCRETE DECK CABLE BRACING DETAIL END NON LOAD BEARING VALL SQUARE FOOTAGE QUANTITIES ABOVE ARE FOR 3 SIDED ENCLOSURES. REFER TO ENGINEER'S SITE SPECIFIC PLAN FOR OTHER CONDITIENS. 3/8' HILTI SLEEVE ANCHOR V/ 1 1/2'141141104 EMBEDMENT INTO CONCRETE SLAB. 1 1/4' X 5 5/8' X 1/8' FLAT BAR 2' X 3' X 1/4' ANGLE 2 EACH SIDE OF ROOF BEAM VITH (4) #14 X 3/4' SMS TD REEF BEAK AND (2) 3/8' X 8' LAG BELTS E (3) 114 X 1' SHS TO GUTTER 1/8' STAINLESS STEEL CABLE DOUBLE COHPRESSIONSLEEVES APPROVED AS COMPLYING • WITH THE SOUTH FLORIDA BUILDING CODE OAT E 1 9 ' BY iIII/ i • rL , PRODUCT CO < OL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C K - 1 Dz • n1 s MONSOUR • SO /2795 NOT TO SCALE J732 • 50.00' . 50:01' 50.00' • :50.00' 50 :00' 50.00' 50.00' 13 14 16 - 17 18 -19 00' 50.00' ,: 50.:00!..50.00"._ 50:00'. 50.00' - .50;00'. BASE •FLOOD EIEVATION CI ftL:G Z C9.Z . C3 • 40 - Z rn Z. • 0 . $ - 1 1 iL a -U t-t Z ■ -ts7 `• r rw 03 Z • z -:c co U -••• itieie tita irbe odaetct resiiiCttart ttiaf.are- riot..thown on this surve th rno�r be Rotu'clin tithe -P 1Lcords•of ihis.countif. 2 " Eiami ation o?ABS RiCT O1:1D.E wlli,ha ve to be mode to detelmine.re_corded 1r hn[a r ff rel nentsy tingpaoperty .` .... - 1.-: foliation and kielitillocilion ofilt9lftes itany,.are shown th ■iticonicirioe with Reco[iied Q1tiR: ¢- Ou•rnershfp iasubi.ec? to 00140N TfiLE • Zypeof_Surveir EOW11DAIWSUR1fE _ 6, in,' S felte)r is ,notvolid uniesssigned and seoied by 1heSur reyorof Record: 7 . Bocsfig; are reteivedao ao "casurnedvcAte of sold bsoRng is (ct= nlfoaf wen ttta Plot cf reco d 8 - Bervationka referred iwi to Nctio Geoderi um a Vertical Dat of Mean Sea e , • . Levet. 1429• • . • • . • v c 0 23' PQrkwoy Record and Mesured =75:a' j . Found 1/2" .Pipe o u -1 1 J2 Pipe . No 1.D" 15 ALLEY 't�I9.fA. COMNItJNT v NumBER ' PANEL NUMBER I. Z 0652. 0093 4. ails,. •, csi , 8 • v .. m - . c : La- 12 c o O. U 27S. SURVEY FOR: i HEREBY CERIFY: 12888 S.W. 53rd St. SCALE: DATE: :W • -N.-E. 91-s STR -€ET LOCATION - SKETCH Scale: T -100' THE EAST 45 FEET OF LOT 7 AND. THE WEST FEET OF LOT 6, IP+ $LO 4.8; OF LEGAL DESCRIPTION: Lot. Block subdivii on 4N AMENDED. PLAT OF -MIAMI Sg00$5 oco r le gtoifie.Plat " thereof -as Recorder; . Pict Ba sk r� at -Page ..• ZA otthe °Public Records of DAfl P 1►;:1 aa. ROBERT : -J MOCLOSK AND '. A. F McCLa.g . n. Si ..,, Miami S That the sunreY of the above - oa P'Bo^ea properly was vorripletekunc .. .,. "rriy.supetyslori and/or direction, to the -best of my knowledge arxt belted MIA sunray. meets. a exceeds the Ntinimurn Teohndcal Stance aat tb n by 'the Florid() Board of Land'' Surveyors-` in " Chapter. b1. Gl Adrninistratfaie Code. pursuant to :Section 427:027; Rartda Stohales; ND" SE1121/EYORS :.. LAND: PLANK ERS • PHONE: 223 -9907. . • • •- . MIAMI: FLORIDA .; :APPROVED BY: - . DRAWN9Y : -' PAEZ Date 3 /ZO/ Job Address 360 /1/C 5A e / Tax Folio THE E" $7 y 3 rGET of L oT 7 / Legal Description - 7k/e - c./�s7 30 re—E7 6 r 2.67 G i aJ Historically Designated: Yes No 1/ 8Locic 48 or AeV A )44cJvDC7, P[47 of ,41/4n41 Sf1b/7C � Owner/Lessee / Tenant /e.3.?; lo E; c / ✓ , /4 % e- C th e f �' • Master Permit # 1 Owner's Address 3 SAS ,k/ C � >`r r -e7 • Phone 6S > 7 5?? - 3 a 2 C3 Contracting Co. / �o (5 737 Aic t S Qualifier d `9 n Gt r P'. S , State # Municipal # Bonding Company Mortgagor Permit Type (circle on WORK DESCRIP'T'ION / // of owner and/or Condo President Date ary as to 0 and/or . ,C , oitdo esi 1 Er1DatJ3/00 My Commission xpres1 f, By Service Ins / NO. CC545084 TI CM= I.®. 9-0 d 4: #7r FEES: PERMITfQO .� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1 I Persona(?) IC tenni RADON APPROVED: Zoning Building q114- Mechanical Plumbing /4 Address /22•95 0,1 7/a 7 r P ,L ,i - 33/s , ‘ SS# Phone (3 05 ) a 70 - T -¢C Competency # Ins. Co. Architect/Engineer / <h n P /4 A'. //4, i . L Address 93 '7S j GJ 77 4ve. 44/a..7/ /'7 33/7 Address Address 4PT /09 Z ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN ""tt) ie. 'Pt) ?d)c: Square Ft Estimated Cost (value) 2 2 / 60 4 9 1 ?,eibon./ 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. OWNER'S 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. ,do the work stated. Signature of o actor or Owner- Builder Notary as to Contractor or Owner - Builder My Conunission Expires: o atook y43 d H #ll �, Ex � purr C.C.F. /9' 7 i NOTARY Electrical O TOTAL DUE 3/1-1/2.? Da BOND 3 S',ui-4 • 27,6,e 4.4,99 Engineering , PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3/2o/9 9 Job Address `R SO /L"& 909 s7 ee 4 Tax Folio 'M{E 057 46- Fe G< .J,oT ' 4, Legal Description THE 4)66 30 /C T OF i, o T 6 i41 Historically Designated: Yes No l/ 54aCA 4e OG An) Apwewb PLAT of m,.4'1 S/IMES Owner/Lessee / Tenant /20 6 er 1 11, fv/ e C /a S y / / u / . Master Permit # q L( 5 � er Owns A d d r e s s 3 6 - 6 / 1 / C 9,, _ K� e " t ° P h o n e ( s ) ' 5 - 3 0 2 6 ;3 ' (k6 Contracting Co. i 7 /`7 k1 ° S Qualifier 4 c/ 4 K 0✓r e L Address /2245 (5c, / / 2 ,57/(6,e, 7' SS# Phone (3 OE) 2 70 State # Municipal # Competency # Ins. Co. A r c h i t e c t / E n g i n e e r / e w r e ) 1 4 7 ' • Address 939,5 5 7 7 do ve. yvI ,CY. 3 3 r 7‘ . 4pr /a4z Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL LUMBIN MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION P6bL /2iP 4J6— Square Ft Estimated Cost (value) a fa 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all ork will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor t. do the work stated. T 47 .. LEWXS. JR. xp. 4/03/00 n s`df m mat " / 5 moo Signs e of owner ary as to Owner an My Commission Exp FEES: PERMIT ondp-.P,reside t t RADON APPROVED: Zoning Building Mechanical Plumbing 1 1043x 1. D. C.C.F. 3 2/ Q' Date otary as to Contractor or Owner - Builder Date y Commission 001044 P. X LW e•ON# # CC SOW EXPIRES OCT 1999 E ATLANTIC BOND 00, INC. gnature o or or Owner- Builder NOTARY Electrical 6�2'� g .X/ Engineering)( BOND TOTAL DUE APR -16 -99 12 :22 PM POOLS. BY. ANDREWS c ! 8536 2429 NOTICE O A F COPY MUST BE POSTED o COMMENCEMENT ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLOfiIDA COUNTY OF DADE THE UNOERSft3NEO hereby gives notice that improvements will be made to certain real properly. with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. 1 . Legal description of property and street address:® ( d,../ G •-r6 4,,,„(411 P14, 0 sz�G : 3 ' S/. 71 • .,,v .�/ � 3 / 3 2. Description of improvement: Swimmi 3. Owner(s) name and address: SGA/C Interest in property: Name and address of fee simple titleholder: N/A 4 • CLWfaaa s name and address.' Name and address: Amount of bond' S 6. Lender's name and address: l.� J.• .2412(P.4. e , a"! SIQl Iure • Owner Print Owner's Name Swum so and subscr Print Notary's Name my Commission Expires: if Pools b 1'AX FOLIO No.© Andrews 12245 S.W• 112th St. Miami, Fl 5. Surety: (Payment bond required by owner from contractor, If any) N/A N/A N/A 112th St. Miami, 1 33186 305 270 8385 P.01 Address: 9 912 157586 1999 MAR 26 10 :32 fiecoe o rN OrrICrAL RECORDS Wart p&rxy. 33186 HARVEY RUVIN ccenx CIRCUIT COURT 7 Parsons within the State of Florida designated by Owner upon w'hartn rialtos to tAtito 13orruments may b» served as provided by Section 713.13(1)(07., Florida Statutes. Name and address: N/A d rn addition ro fiimeeff. Owner deafgnaies the following porson(sj fo rooefve o copy of tho Uonor's Notice as pro- vided in Section 713.13(1)(b). Florida Statutes. Name and address' Pools b Andrews 12245 S.W. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date in specified) t _ Prepared by: 12245 S.W. 112th St. Dated': SS:MD • TREE SURVEY Project Name: I/VL � C 11 -e Address: 0 � So fUC 1 / a S4t'ce 4- Vv1 �'0. v-,,s+ Skoce5 F I- 733 !3� Tree Review X There are no trees on the subjects property that conflicts with the construction of the swimming pool and deck. There are conflicts between the construction of the swimming pool and /or deck. However, all trees that conflict with the construction are less than eighteen (18) inches in diameter. There are trees greater than eighteen (18) inches in diameter that conflict with the construction of the swimming pool. However; this /these tree(s) is /are of the following species that do not require permit for removal: Australian Pine Biachofia Brazilian Pepper Earleaf Acacia Ficus This review was accomplished by: Fruit Tree Malaluka Norfolk Island Pine Schefelera La 7 1 n]!4. _C i.....4. \ A1...,o.; CI 447. 01. l9AC\ - 1.7/'1 cU /Ix_e Date 3(2 SWIMMING POOL OWNER'S CERTIFICATION Attention: Building Official Metropolitan Dade County Building and Zoning Department I certify that I am. the legal owner of the property described as • "he Cas-F 45 lee r( /6(7 /4e W.es1' 3D 4e/ 6 .,[' 40/ ;., ,Z3loct ifi Iodated at In accordance with Section 33 -12(e) and (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, including A SPRING LOCK -SELF- CLOSING GATT, (double gates do not meet this requirement) equipped with A SAFE LOCK no pad locks permitted) and utilized when pool is not in use, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the aced for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. I have read and understand the reverse side of this form.., I understand that failure to comply will result`ia the issuance of a ticket to me without further notice. Legal Owner (12&ADPI'' (a) Required for final inspection of, pool; No final inspection and approval for a swimming pool shall be given by the Building and Zoning Department, unless there has been erected a safety barrier as hereinafter provided. No pool shall be filled with water unless a final inspection has been made and approved. except for testing purposes as may be approved by the Building and Zoning Depart- ment. (b) Types permitted. The safety barrier shall take the form of a screened-in patio, a wooden fence, a wire fence, a rock wall, a concrete block wall or other rnatei4als, so as to enable the owner to blend the same with the style of architecture' planned or in existence on the property. (c) Height. The minimum height of the safety barrier shall be not less than four (4) feet. (d) Location of barrier. The safety barrier shall be erected either around the swimming pool or around the premises or a portion thereof on which the swimming pool is erected. In either event, it shall enclose the area entirely, prohibiting unre- strained admittance to the enclosed area. Pools located in enclosed structures or on the roofs of buildings shall not require the installation of bar - riero as required herein. (e) Gates. Gates shall be of the spring lock type, so that they shall automatically be in a closed and fastened position at all times. Gates shall also be equipped with a safe lock and shall be locked when the swimming pool is not in use. (tl Permits. Before any work is commenced, per - mits shall be secured for all swimming pools and for the safety barriers. Plans shall contain all de- tails necessary to show compliance with the terms and conditions of this chapter. No swimming pool permit shall be issued unless simultaneously therewith a permit is secured for the erection of the required safety barrier, provided however, that in lieu of the permit for a safety barrier, a written statement from the owner certifying that he un- derstands and agrees that the pool cannot be used or filled with water until a permit has been ob- tained for an approved safety barrier and such barrier erected, inspected and approved will 151) acceptable. This certification, however, will not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspec- tion and use of the pooL If the premises are al- ready enclosed. as hereinbefore provided, permit for the safety barrier aha11 not be required. if, upon inspection of the premises, the existing bar Bier and dates are proven to be satisfactory. Sec. 33 Fences and safety barriers for swimming pools. (g) Wooden fences. In the wooden type fence, the boards, pickets, louvers, or other such mem- bers, shall be spaced, constructed, aid erected, so as to make the fence nonclimbable and impene- trable. (h) Walls, Walls, whether of the rock or block type, shall be so erected to malts the nonclimb• able. . (i) Ware fences. Wire fences shall be the two inch chain link or diamond weave nonclimbable type, or of an approved equal, with top rail, they s be of a heavy, galvanized material. (j) Refusal of permit. It shall be within the dis- cretion of the Director to refuse approval of an barrier which, in his opinion, does not furnish the safety requirements of this section, i.e., that is high enough and so constructed to keep the chil- dren of preschool age from getting ove or through it. (k) Maintenance. It shall be the responsibility of the owner and/or occupant of the premises upon which the swimming pool is hereafter erected to maintain and keep in proper and safe condition the safety barrier required and erected in accor- dance with this chapter. (Ord. No. 57-19, § 5, (CC), 10-22.57; Ord. No. 64.53. 5 1. 10- 23-64: Ord. No. 74.33, §§ 1, 2, 5.7.74) N 1/) raJ Z x 0 N 1.4 0u3Z - rn U 6 s zz • •C Cs. • 03 S x 41 0 Z to Z mrn.¢ mmcd • U0 z U to F O Z 6 rn 1--1 N m CI F .7 • I4 F <y 1-1 -F • Z 01 - .-n F S. - 4 m >• C Z CO Da a o Tn O O E. a le U • (r.) C1 F0z 4 G • U t-' - FF-0a (.) R' CO 0 4-1 a C ~a Ctn Cs. m 3 ca. • D E4 z.+.e Cal x Tr) U I • There may be oddffional nstrictbn that are not shown co this survey tat may be found in Ma Publ4C Recants of the County. 2 - Examination of ABSTRACT OF TITLE w8 have to be made to determine recorded iretrumenb. If any affecting properly. 1- Localdn and Identification of Utilities It any. ate shown in accordance with Recorded Plot. 4 - Owneestub a subject 10 OP8NION Of TITLE 5 - type of Survey: 'BOUNDARY SURVEY 6 - This Survey a not veld unless signed and sealed by the Surveyor of RecOrd. 7 • Beorirmgs hereon ore retened to on assumed value M for me soid beoenp b identical with the pat d record 8 - Elevations d shown ore referred to Nationa Geodenc Vertical Datum of Mean Sea Level. 1029 Benchmark' Elevation= Location Index CV N (V of CV ' 40.0C' 11 - Concrete ▪ i 0 '1 c 0 O � U N 0.00• COMMUNITY NUMBER 120652 19' Pavement 23' Parkway .Record and Mesured = 75.00' 51 : Sidewalk • s 3.70, 0 0 r C 1 7.00' PANEL NUMBER 0093 19.00' SUFFIX 113: 6.30' S 6.30' 4.70' One Story Residence No. 350 22.80' - Concrete ''Sat En.'ry o 18.85' 0 0 N o (`1 7.55' 1' • a 9. ro ' Wood Fence DATE OF FIRM INDEX =1RM ZONE 3-2-94 X • dm a - - z 0 O a w d c J c U 1 1/ Record and Mesured = 75.09' t i _ ound 1/2 Pipe Found 1/2 Pipe 5' No I.0 - No 1.0 AL EY — treasured - :75.15 1 0 BASE =ICCC ELEVAT'C•h. ' t SURVEY FOR: THE EAST 45 FEET OF LOT 7 ANS THE WEST _1^ FEET OF LOT 6, IN BLOCK 1 OF LEGAL DESCRIPTION' Lot Block c„ubdivraon AN AMENDED PLAT OF MIAMT S'i0RFS according to the Plat thereof as Recorder in Plat Boot, 1") OR03 0ante ec Rc 01 DADE County. Flatia. RO3ERT J, McCLOSKEY, , KATHLEEN'A.F. McCLOSKEY _SO NE 92n1 St., Miami Shores, FL 331.33 I HEREBY CERIFV. That the survey of the above captioned property was completed under my supervision and/a direction. to the best of my knowledge and belief: this survey meets a exceeds the Minimum Technical Standads set by the Florida • Board d Land Surveyors in Chapter 61 G17 Florldo Adminbtrative Code. pursuant to Section 427.027. Florida Statutes. 12888 S.W. 53ra Si DELTA SURVEYORS, INC. LAND SURVEYORS LAND PLANNERS PHONE: 223 -9907 MIAMI. FLORIDA SCALE'. 1 "= 20 m DATE 11 - 16 - 98 REVISED .50.00 50.00' 50 00' 50 00' : 50.00' 12 ; I L.• • I ?C 50.00 ` 50.00' 50.00' 50.00' 1 50.00 1 ALLE'r 50.00' ; 50.00' ! 50.00' 1 50.00' ; 50.00' ; 50.00'1 50.00' 13 ' 14 15 16 17 18 19 6,0 1 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' • �/ o ( Scale: 1"= I 00' APPROVED BY PAEZ SKETCH OF SURVEY Waldo F. Poez Registered land Surveyo State of Hondo 1 r 1 DRAWN BY J FB 1 B0 PG: 16 DRAWING NUMBER 98 -8B2 t